~CFMP
~CFMP, IMAT, Lab1, Lab2, Lab3, VALUE, IDX1, IDX2, IDX3
Defines or modifies material properties or updates them to the active time
PREP7: Materials
IMAT
Material number.
Lab1
Label identifying the operation, or the group of the data to modify. Its valid values are described hereafter.
Lab2
Lab1 dependent identifying label. Valid values are described hereafter.
Lab3
Lab1 and Lab2 dependent identifying label. Valid values are described hereafter.
VALUE
Value to assign.
IDX1, IDX2, IDX3
Indexes of data defined in Lab1, Lab2 and Lab3.
~CFMP, IMAT, LIB, Lab2, Lab3, VALUE
Lab1= LIB
Reads from the library the material of the code or group specified in Lab2 and Lab3 with the reference indicated in VALUE. The list of valid references for each one of the codes are shown next. If the material is new, all the material data of the library are defined and if the material already exists, all the data of the library and its dependent data are redefined, keeping the not dependent data available for user modifications.
|
Lab2 |
Lab3 |
|
STEEL |
EC3 UNE ASTM EA BS5950 GB50017 |
|
CONCRETE |
EHE EC2 CEB ACI BS8110 GB50010 NBR6118 IS 456 SP52101 |
|
|
SP63133 |
|
REINF |
EHE EC2 CEB ACI BS8110 GB50010 NBR6118 IS 456 SP52101 |
|
|
SP63133 |
|
PREST |
EHE ASTMA416 BS5896 JISG3536 EN10138 |
|
SOIL |
|
|
ROCK |
|
STRUCTURAL STEEL:
|
EC3 |
UNE |
ASTM |
EA |
BS5950 |
GB50017 |
|
Fe 360 |
S 235 |
A36 |
A37 |
Gr40 |
Q235 |
|
Fe 430 |
S 275 |
A529Gr42 |
A42 |
Gr43 |
Q345 |
|
Fe 510 |
S 355 |
A529Gr50 |
A52 |
Gr50 |
Q390 |
|
Fe E275 |
S 460 |
A441 |
|
Gr55 |
Q420 |
|
Fe E355 |
|
A572Gr42 |
|
GrWR50A |
|
|
|
|
A572Gr50 |
|
GrWR50B |
|
|
|
|
A572Gr60 |
|
GrWR50C |
|
|
|
|
A572Gr65 |
|
S275N |
|
|
|
|
A242 |
|
S275NL |
|
|
|
|
A588 |
|
S355N |
|
|
|
|
A852 |
|
S355NL |
|
|
|
|
A514 |
|
S420N |
|
|
|
|
|
|
S420NL |
|
|
|
|
|
|
S460N |
|
|
|
|
|
|
S460NL |
|
CONCRETE:
|
EC2 |
BS8110 |
ACI |
EHE |
CEB |
GB50010 |
NBR6118 |
IS 456 |
SP52101 |
|
C12/15 |
C7.5 |
fc_2500 |
HA-20 |
C12 |
C15 |
C10 |
M10 |
B10 |
|
C16/20 |
C10 |
fc_3000 |
HA-25 |
C16 |
C20 |
C15 |
M15 |
B15 |
|
C20/25 |
C15 |
fc_3500 |
HA-30 |
C20 |
C25 |
C20 |
M20 |
B20 |
|
C25/30 |
C20 |
fc_4000 |
HA-35 |
C25 |
C30 |
C25 |
M25 |
B25 |
|
C30/37 |
C25 |
fc_4500 |
HA-40 |
C30 |
C35 |
C30 |
M30 |
B30 |
|
C35/45 |
C30 |
fc_5000 |
HA-45 |
C35 |
C40 |
C35 |
M35 |
B35 |
|
C40/50 |
C35 |
fc_6000 |
HA-50 |
C40 |
C45 |
C40 |
M40 |
B40 |
|
C45/55 |
C40 |
fc_7000 |
HA-55 |
C45 |
C50 |
C45 |
M45 |
B45 |
|
C50/60 |
C45 |
fc_8000 |
HA-60 |
C50 |
C55 |
C50 |
M50 |
B50 |
|
C55/65 |
C50 |
fc_9000 |
HA-70 |
C55 |
C60 |
|
M55 |
B55 |
|
C60/70 |
C55 |
fc_10000 |
HA-80 |
C60 |
C65 |
|
M60 |
B60 |
|
C70/80 |
C60 |
|
HA-90 |
C65 |
C70 |
|
M65 |
|
|
C80/90 |
C40 |
|
HA-100 |
C70 |
C75 |
|
M70 |
|
|
C90/100 |
C45 |
|
|
C75 |
C80 |
|
M75 |
|
|
|
C50 |
|
|
C80 |
|
|
M80 |
|
|
|
C55 |
|
|
|
|
|
|
|
|
|
C60 |
|
|
|
|
|
|
|
REINFORCING STEEL:
|
EC2 |
BS8110 |
ACI |
EHE |
CEB |
GB50010 |
NBR6118 |
IS 456 |
SP52101 |
|
S400 |
Gr250 |
fy_60000 |
B 400 S |
S400 |
HPB235 |
CA25 |
Fe415 |
A240 |
|
S500 |
Gr460A |
fy_65000 |
B 500 S |
S500 |
HPB300 |
CA50 |
Fe500 |
A300 |
|
|
Gr460B |
fy_70000 |
|
|
HRB335 |
CA60 |
Fe550 |
A400 |
|
|
|
fy_75000 |
|
|
HRBF335 |
|
|
A500 |
|
|
|
fy_80000 |
|
|
HRB400 |
|
|
B500 |
|
|
|
|
|
|
HRBF400 |
|
|
|
|
|
|
|
|
|
RRB400 |
|
|
|
|
|
|
|
|
|
HRB500 HRBF500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
PRESTRESSING STEEL:
|
EHE |
ASTMA416 |
BS5896 |
JISG3536 |
EN10138 |
|
Y1570C |
Gr250 |
7W_STAND |
SWPR7A |
Y1570C |
|
Y1670C |
Gr270 |
7W_SUPER |
SWPR7B |
Y1670C |
|
Y1770C |
|
|
|
Y1770C |
|
Y1860C |
|
|
|
Y1860C |
|
Y1770S2 |
|
|
|
Y1770S2 |
|
Y1860S3 |
|
|
|
Y1860S3 |
|
Y1960S3 |
|
|
|
Y1960S3 |
|
Y2060S3 |
|
|
|
Y2060S3 |
|
Y1770S7 |
|
|
|
Y1770S7 |
|
Y1860S7 |
|
|
|
Y1860S7 |
ROCKS:
|
TYPE |
SUBTYPE |
CLASS |
NAME |
REFERENCE |
|
Sedimentary |
Siliceous |
Aggregated |
Flint |
Flint |
|
Sedimentary |
Siliceous |
Aggregated |
Lydite |
Lydite |
|
Sedimentary |
Siliceous |
Aggregated |
Jasper |
Jasper |
|
Sedimentary |
Siliceous |
Aggregated |
Molena |
Molena |
|
Sedimentary |
Siliceous |
Aggregated |
Tripoli |
Tripoli |
|
Sedimentary |
Siliceous |
Agglomerated |
Quartzite |
Quartz_s |
|
Sedimentary |
Siliceous |
Agglomerated |
Arkose |
Arkose |
|
Sedimentary |
Siliceous |
Agglomerated |
Macino |
Macino |
|
Sedimentary |
Siliceous |
Agglomerated |
Molasse |
Molasse |
|
Sedimentary |
Siliceous |
Agglomerated |
Samita |
Samita |
|
Sedimentary |
Siliceous |
Agglomerated |
Breccia |
Breccia |
|
Sedimentary |
Siliceous |
Agglomerated |
Puddingstone |
Pudding |
|
Sedimentary |
Siliceous |
Agglomerated |
Graywacke |
Graywack |
|
Sedimentary |
Clastic |
Claystone |
Kaolin |
Kaolin |
|
Sedimentary |
Clastic |
Claystone |
Refractory clay |
Refrclay |
|
Sedimentary |
Clastic |
Claystone |
Marl 20% clay |
Mar20cla |
|
Sedimentary |
Clastic |
Claystone |
Marl 40% clay |
Mar40cla |
|
Sedimentary |
Clastic |
Claystone |
Marl 60% clay |
Mar60cla |
|
Sedimentary |
Clastic |
Claystone |
Marl 80% clay |
Mar80cla |
|
Sedimentary |
Clastic |
Schist |
Phyllites |
Phyllite |
|
Sedimentary |
Clastic |
Schist |
Shale |
Shale |
|
Sedimentary |
Calcic |
Limestone |
Consistents |
Consiste |
|
Sedimentary |
Calcic |
Limestone |
Marble |
Marble |
|
Sedimentary |
Calcic |
Limestone |
Chalk |
Chalk |
|
Sedimentary |
Calcic |
Limestone |
Falunes |
Falunes |
|
Sedimentary |
Calcic |
Dolomite |
Compact |
Compact |
|
Sedimentary |
Calcic |
Dolomite |
Plum |
Plum |
|
Sedimentary |
Calcic |
Dolomite |
Carniolas |
Carniola |
|
Sedimentary |
Calcic |
- |
Anhydrite |
Anhydrit |
|
Sedimentary |
Calcic |
- |
Gypstone |
Gypstone |
|
Sedimentary |
Calcic |
- |
Algez |
Algez |
|
Sedimentary |
Calcic |
- |
Phosphat-calcic |
Phoscalc |
|
Igneous |
Granitic |
Granites |
Granite |
Granite |
|
Igneous |
Granitic |
Granites |
Aplite |
Aplite |
|
Igneous |
Granitic |
Granites |
Pegmatite |
Pegmatit |
|
Igneous |
Granitic |
Granites |
Tourmalinite |
Tourmali |
|
Igneous |
Granitic |
Amphibole |
Syenite |
Syenite |
|
Igneous |
Granitic |
Amphibole |
Granatite |
Granatit |
|
Igneous |
Granitic |
Amphibole |
Diorite |
Diorite |
|
Igneous |
Granitic |
Pyroxene |
Gabbro |
Gabbro |
|
Igneous |
Granitic |
Pyroxene |
Diabase |
Diabase |
|
Igneous |
Granitic |
Pyroxene |
Norite |
Norite |
|
Igneous |
Granitic |
Pyroxene |
Eclogite |
Eclogite |
|
Igneous |
Granitic |
Pyroxene |
Ophite |
Ophite |
|
Igneous |
Granitic |
Olivine |
Dunite |
Dunite |
|
Igneous |
Granitic |
Olivine |
Serpentinite |
Serpenti |
|
Igneous |
Porphyritic |
feldspar-silic |
Granophyre |
Granophy |
|
Igneous |
Porphyritic |
feldspar-silic |
Quartzphyre |
Quartzph |
|
Igneous |
Porphyritic |
feldspar-silic |
Orthophyre |
Orthophy |
|
Igneous |
Porphyritic |
feldspar-silic |
Eurite |
Eurite |
|
Igneous |
Porphyritic |
ferro-magnesium |
Porphyry |
Porphyry |
|
Igneous |
Porphyritic |
ferro-magnesium |
Porphyrite |
Porphyri |
|
Igneous |
Porphyritic |
ferro-magnesium |
Melaphyre |
Melaphyr |
|
Igneous |
Volcanic |
Aggregated |
Rhyolite |
Rhyolite |
|
Igneous |
Volcanic |
Aggregated |
Trachyte |
Trachyte |
|
Igneous |
Volcanic |
Aggregated |
Phonolite |
Phonolit |
|
Igneous |
Volcanic |
Aggregated |
Andesite |
Andesite |
|
Igneous |
Volcanic |
Aggregated |
Non oliv. basalt |
Nonolbas |
|
Igneous |
Volcanic |
Aggregated |
Olivinic basalt |
Olivbasa |
|
Igneous |
Volcanic |
Aggregated |
Nefel-leuc basal |
Nefleuba |
|
Igneous |
Volcanic |
Aggregated |
Verite |
Verite |
|
Igneous |
Volcanic |
- |
Conglomerate |
Conglome |
|
Metamorphic |
Gneiss |
- |
Glandular |
Glandula |
|
Metamorphic |
Gneiss |
- |
Micaceous |
Micaceou |
|
Metamorphic |
Mica |
- |
Itabirite |
Itabirit |
|
Metamorphic |
Mica |
- |
Quartzite |
Quartzit |
|
Metamorphic |
Mica |
- |
Amphibolite |
Amphibol |
|
Metamorphic |
Phyllites |
- |
Hornfels |
Hornfels |
|
Metamorphic |
Phyllites |
- |
Leptinolite |
Leptinol |
SOILS:
|
TYPE |
REFERENCE |
|
Gravel Well Graded |
GW |
|
Gravel Poor Graded |
GP |
|
Gravel Silty |
GM |
|
Gravel Clay |
GC |
|
Sand Well Graded |
SW |
|
Sand Poor Graded |
SP |
|
Sand Silty |
SM |
|
Sand Clay |
SC |
|
Silt Low wl |
ML |
|
Silt High wl |
MH |
|
Clay Low wl |
CL |
|
Clay High wl |
CH |
|
Organic Low wl |
OL |
|
Organic High wl |
OH |
|
Peat Low wl |
PL |
|
Peat High wl |
PH |
~CFMP, IMAT, UPDATE
Lab1= UPDATE
Updates in real time all the time dependent properties in all materials.
~CFMP, IMAT, NAME, , , VALUE
Lab1= NAME
Establishes the name of the material.
~CFMP, IMAT, USER
Lab1= USER
A material changes to be of the USER DEF type (modifiable by the user); that is to say, all the library data lose their blocked condition and are converted to modifiable. When a material is defined through the library, its data (properties) can only be modified after executing this command.
~CFMP, IMAT, DATGEN, Lab2, , VALUE
Lab1= DATGEN
To modify common general data to all materials.
|
Lab2 |
Description |
|
TACT |
Activation time of the material |
|
TDEACT |
Dectivation time of the material |
|
EX |
Modulus of elasticity |
|
NUXY |
Poisson’s ratio |
|
GXY |
Transversal strain modulus |
|
ALP |
Thermal expansion coefficient |
|
RHO |
Density |
|
GAM |
Specific weight |
|
DAMP |
Damping for the material. For transient analyses: K matrix multiplier (b) for damping. For spectral analyses: ratio of the critical damping. |
|
VCOS |
Cost per volume unit |
|
MCOS |
Cost per mass unit |
|
WCOS |
Cost per weight unit |
~CFMP, IMAT, STEEL, Lab2,,VALUE, IDX1, IDX2
Lab1= STEEL
Allows the modification of specific data of the structural steel material.
|
Lab2 |
Description |
||||||||||||
|
NTHK |
Number of range of thickness |
||||||||||||
|
THIK |
Range of thickness |
||||||||||||
|
EXLN |
Elasticity modulus |
||||||||||||
|
KPLA |
Material behavior:
|
||||||||||||
|
PLRAT |
Elastic / Plastic modulus ratio (by default PLRAT=10.000) |
||||||||||||
|
PLTHK |
Thickness used to define plastic behavior. |
||||||||||||
|
TSASSD |
Type of stress-strain diagram of structural analysis:
|
||||||||||||
|
SAEPSNEW |
Introduce a point in the strain-stress diagram of structural analysis. The ordinate (stress) is interpolated between adjacent values.
|
||||||||||||
|
SAEPSDEL |
Delete a point in the stress-strain diagram of structural analysis.
|
||||||||||||
|
SAEPS |
Moves a point in the strain-stress diagram of structural analysis.
|
||||||||||||
|
SASGM |
Modifies the value of the stress in a point of the stress-strain diagram of structural analysis:
|
||||||||||||
|
TSDSSD |
Type of analysis stress-strain diagram:
|
||||||||||||
|
SDEPSNEW |
Inserts a point in the strain-stress diagram of sections analysis. The ordinate (stress) is interpolated between adjacent values.
|
||||||||||||
|
SDEPSDEL |
Deletes a point in the strain-stress diagram of sections analysis.
|
||||||||||||
|
SDEPS |
Moves a point of the stress-strain diagram of sections analysis.
|
||||||||||||
|
SDSGM |
Modifies the stress value of a point in the stress-strain diagram of sections analysis:
|
||||||||||||
|
EPSMAX |
Maximum valid strain in tension (by default EPSmax= 0.010). |
||||||||||||
|
EPSMIN |
Maximum valid strain in compression (by default EPSmin= -0.010). |
||||||||||||
|
STYPE |
Type of steel:
|
~CFMP, IMAT, CONCR, Lab2, , VALUE, IDX1, IDX2
Lab1= CONCR
Modifies specific data of concrete material.
|
Lab2 |
Description |
||||||||||||||||||||||||||
|
AGE_NEW |
Adds a new age and defines for this age time dependent properties.
|
||||||||||||||||||||||||||
|
AGE_DEL |
Deletes an age and all the time dependent properties.
|
||||||||||||||||||||||||||
|
AGE_MOV |
Modifies the value of an age redefining time dependent properties.
|
||||||||||||||||||||||||||
|
TPEX |
Type of modulus of elasticity:
|
||||||||||||||||||||||||||
|
EXLN |
Elasticity modulus for linear analyses. Default value depends on the active code.
|
||||||||||||||||||||||||||
|
EPSMIN |
Maximum valid compression strain. Default value depends on the active code. |
||||||||||||||||||||||||||
|
EPSINT |
Maximum valid compression strain at internal points of the section. Default value depends on the active code. |
||||||||||||||||||||||||||
|
PCLEVEL |
Distance from the most compressed fiber of the section to its total depth (by default PCLevel=3/7). |
||||||||||||||||||||||||||
|
KCREEP |
Creep method
|
||||||||||||||||||||||||||
|
KSHRINK |
Shrinkage method.
|
||||||||||||||||||||||||||
|
AGECOEFF |
Aging coefficient (by default 0.8). |
||||||||||||||||||||||||||
|
TAPPLOAD |
Load aplication time (by default 28 days) |
||||||||||||||||||||||||||
|
AGESRINI |
Shrinkage initial age (days) |
||||||||||||||||||||||||||
|
APTNEW |
Adds a new load application age (days). |
||||||||||||||||||||||||||
|
APTDEL |
Deletes a load application age.
|
||||||||||||||||||||||||||
|
CREEPCF |
Creep coefficient.
|
||||||||||||||||||||||||||
|
EPSSHRNK |
Shrinkage strain
|
||||||||||||||||||||||||||
|
KCRCOD |
Calculation method for the shrinkage strains and creep coefficients curves.
|
||||||||||||||||||||||||||
|
RH |
Relative humidity (%). Default value = 60%. Valid for the curves calculation using EC2, CEB and EHE models. |
||||||||||||||||||||||||||
|
H |
Fictitious thickness in milimeters. Default value = 600mm. Valid for the curves calculation using EC2, CEB and EHE models. |
||||||||||||||||||||||||||
|
PSI |
Creep factor. Default value = 0.60. Valid for the curves calculation using ACI model. |
||||||||||||||||||||||||||
|
D |
Creep age (days). Default value = 10 days. Valid for the curves calculation using ACI model. |
||||||||||||||||||||||||||
|
NUU |
Ultimate (in time) creep coefficient. Default value = 2.35. Valid for the curves calculation using ACI model. |
||||||||||||||||||||||||||
|
ALPHA |
Shrinkage factor. Default value = 1.0.Valid for the curves calculation using ACI model. |
||||||||||||||||||||||||||
|
F |
Shrinkage age. Default value = 55 days. Valid for the curves calculation using ACI model. |
||||||||||||||||||||||||||
|
EPSSLU |
Ultimate (in time) shrinkage strain. Default value = -780·10-6.Valid for the curves calculation using ACI model. |
~CFMP, IMAT, REINF, Lab2, , VALUE
Lab1= REINF
Allows the modification of specific data of steel reinforcement material.
|
Lab2 |
Description |
|
EPSMAX |
Maximum valid strain in tension. Default value depends on the active code. |
~CFMP, IMAT, PREST, Lab2, , VALUE, IDX1
Lab1= PREST
Allows the modification of specific data of prestressing steel material.
|
Lab2 |
Description |
|
EPSmax |
Maximum admissible valid strain in tension. The default value depends on the active code. |
|
MU |
Friction coefficient between the tendons and their casing. By default MU=0.20. |
|
K |
Unintentional friction coefficient per unit of length. By default K=0.01m-1 |
|
a |
Anchorage slip. By default a=0.006m |
|
EPSsr |
Coefficient of concrete shrinkage. By default EPSsr=0.0004 |
|
PHI |
Coefficient of concrete creep. By default PHI=2 |
~CFMP, IMAT, ROCK, Lab2, , VALUE, IDX1, IDX2
Lab1= ROCK
Allows the modification of specific data of rock material.
|
Lab2 |
Description |
||||||||
|
TpEx |
Type of elasticity module used in structural analysis:
|
||||||||
|
TpNUxy |
Type of Poison’s ratio coefficient used in structural analysis:
|
||||||||
|
TpRHO |
Type of Density used in structural analysis:
|
||||||||
|
KPLA |
Type of behavior:
|
||||||||
|
ExSt |
Static elasticity modulus |
||||||||
|
NUxySt |
Static Poisson modulus |
||||||||
|
Vp |
P waves velocity |
||||||||
|
Vs |
S waves velocity |
||||||||
|
Exd |
Dynamic elasticity modulus |
||||||||
|
NUxyd |
Dynamic Poisson modulus |
||||||||
|
qu |
Resistance to simple compression (qu ³0). |
||||||||
|
GAMd |
Dry specific weight |
||||||||
|
GAMw |
Water specific weight |
||||||||
|
RHOrel |
Relative density (by default 0.5). |
||||||||
|
n |
Porosity (1 > n ³ 0). |
||||||||
|
W |
Moisture content. |
||||||||
|
PHIeff |
Angle of effective internal friction, in degrees. (90º > PHIeff ³ 0º) |
||||||||
|
ceff |
Effective cohesion (ceff ³ 0º) |
||||||||
|
PHIDPeff |
Angle of effective internal friction for Drucker-Prager, in degrees (90º > PHIDPeff ³ 0º). |
||||||||
|
cDPeff |
Effective cohesion for Drucker-Prager (cDPeff ³ 0). |
||||||||
|
DELeff |
Dilatancy angle, in degrees (90º > DELeff ³ 0º). |
||||||||
|
K0 |
Pressure coefficient at rest (K0 ³ 0). |
||||||||
|
Ka |
Active pressure coefficient (Ka ³ 0). |
||||||||
|
Kp |
Passive pressure coefficient (Kp ³ 0). |
||||||||
|
Kac |
Cohesion complementary component of active pressure (Kac ³ 0). |
||||||||
|
Kpc |
Cohesion complementary component of passive pressure (Kpc ³ 0). |
||||||||
|
RuSI |
Susceptibility to pore pressure:
|
||||||||
|
Ru |
Coefficient for pore pressure after consolidation. |
||||||||
|
kx |
Permeability in X direction (kx ³ 0). |
||||||||
|
ky |
Permeability in Y direction (ky ³ 0). |
||||||||
|
kz |
Permeability in Z direction (kz ³ 0). |
||||||||
|
GSI |
Geological strength index (100 ³ GSI ³ 0). |
||||||||
|
HB_m |
Hoek & Brown coefficient m. |
||||||||
|
HB_s |
Hoek & Brown coefficient s. |
||||||||
|
HB_mr |
Hoek & Brown residual coefficient m. |
||||||||
|
HB_sr |
Hoek & Brown residual coefficient s. |
||||||||
|
HB_n |
Hoek & Brown coefficient n (0,65 > n ³ 0,50) |
||||||||
|
HB_m0 |
Hoek & Brown coefficient m for unfractured rock (m0 ³ 0). |
||||||||
|
HB_s0 |
Hoek & Brown coefficient s for unfractured rock (s0 ³ 1). |
||||||||
|
HB_ALF |
Fragility / ductility limit coefficient. |
||||||||
|
HB_md |
Factor for dilatancy calculation. By default HB_md=1 |
||||||||
|
HB_bd |
Factor for dilatancy calculation. By default HB_bd=0 |
||||||||
|
KMCSP |
Way of specifying the shape parameters HYP and ECC for Mohr-Coulomb yield surface:
|
||||||||
|
IFLOW |
Type of flow rule in Mohr-Coulomb plasticity model:
|
||||||||
|
HYP |
Hyperbolicity parameter in Mohr-Coulomb yield surface. |
||||||||
|
ECC |
Eccentricity parameter in Mohr-Coulomb yield surface (0.55 ≤ ECC ≤ 1). |
~CFMP, IMAT, SOIL, Lab2, , VALUE, IDX1, IDX2
Lab1= SOIL
Allows the modification of specific data of soils material.
|
Lab2 |
Description |
||||||||
|
TpEx |
Type of Ex used in structural analysis:
|
||||||||
|
TpNUxy |
Type of Poisson coefficient used in structural analysis:
|
||||||||
|
TpRHO |
Type of Density used in structural analysis:
|
||||||||
|
KPLA |
Type of behavior:
|
||||||||
|
ExSt |
Static elasticity modulus |
||||||||
|
NUxySt |
Static Poisson modulus |
||||||||
|
Vp |
P waves velocity |
||||||||
|
Vs |
S waves velocity |
||||||||
|
Exd |
Dynamic elasticity modulus |
||||||||
|
NUxyd |
Dynamic Poisson modulus |
||||||||
|
GAMd |
Dry specific weight |
||||||||
|
GAMw |
Water specific weight |
||||||||
|
RHOrel |
Relative density (by default 0.5) |
||||||||
|
n |
Porosity (1 > n ³ 0) n = e/(1+e) |
||||||||
|
W |
Moisture content. |
||||||||
|
D10 |
Diameter that allows more than 10% of material to pass (in millimeters). |
||||||||
|
D30 |
Diameter that allows more than 30% of material to pass (in millimeters). |
||||||||
|
D60 |
Diameter that allows more than 60% of material to pass (in millimeters). |
||||||||
|
SPT |
Standard penetration test (SPT ³ 0). |
||||||||
|
CPT |
Cone penetration test (CPT ³ 0). |
||||||||
|
qu |
Resistance to simple compression (qu ³ 0). |
||||||||
|
Em |
Edometric modulus (Em ³ 0). |
||||||||
|
qa |
Maximum admissible load. |
||||||||
|
wl |
Liquid limit percentage |
||||||||
|
wp |
Plastic limit percentage |
||||||||
|
PHIMCeff |
Angle of effective internal friction for Mohr-Coulomb, in degrees (90º > PHIMCeff ³ 0º). |
||||||||
|
cMCeff |
Effective cohesion for Mohr-Coulomb (ceff ³ 0). |
||||||||
|
PHIDPeff |
Angle of effective internal friction for Drucker-Prager, in degrees (90º > PHIDPeff ³ 0º) |
||||||||
|
cDPeff |
Effective cohesion for Drucker-Prager (cDPeff ³ 0). |
||||||||
|
DELeff |
Dilatancy angle, in degrees (90º > DELeff ³ 0º). |
||||||||
|
K0 |
Pressure coefficient at rest (K0 ³ 0). |
||||||||
|
Ka |
Active pressure coefficient (Ka ³ 0). |
||||||||
|
Kp |
Passive pressure coefficient (Kp ³ 0). |
||||||||
|
Kac |
Cohesion complementary component of active pressure (Kac ³ 0). |
||||||||
|
Kpc |
Cohesion complementary component of passive pressure (Kpc ³ 0). |
||||||||
|
RuSI |
Susceptibility to pore pressure:
|
||||||||
|
Ru |
Coefficient for pore pressure after consolidation. |
||||||||
|
kx |
Permeability in X direction (kx ³ 0). |
||||||||
|
ky |
Permeability in Ydirection (ky ³ 0). |
||||||||
|
kz |
Permeability in Z direction (kz ³ 0). |
||||||||
|
cv |
Consolidation coefficient (cv ³ 0). |
||||||||
|
A |
Skempton law's coefficient (A ³ 0). |
||||||||
|
B |
Skempton law's coefficient (1 ³ B ³ 0). |
||||||||
|
BET |
Skempton law's coefficient. |
||||||||
|
KMCSP |
Way of specifying the shape parameters HYP and ECC for Mohr-Coulomb plasticity surface:
|
||||||||
|
IFLOW |
Type of flow rule in Mohr-Coulomb plasticity model:
|
||||||||
|
HYP |
Hyperbolicity parameter in Mohr-Coulomb yield surface. |
||||||||
|
ECC |
Eccentricity parameter in Mohr-Coulomb yield surface (0.55 ≤ ECC ≤ 1). |
||||||||
|
KP0 |
Way of specifying the initial preconsolidation pressure:
|
||||||||
|
M |
Slope of the critical state line in q-p plane. |
||||||||
|
LAM |
Slope of the isotropic compression line in v-ln(p) plane. |
||||||||
|
KAP |
Slope of the unloading-reloading line in v-ln(p) plane. |
||||||||
|
VICL |
Specific volume at unit pressure in isotropic compression. |
||||||||
|
P0 |
Initial preconsolidation pressure. |
~CFMP, IMAT, EC3, Lab2, , VALUE, IDX1
Lab1= EC3
It modifies specific data of Eurocode 3.
|
Lab2 |
Description |
|
GAMM0 |
Resistance of class 1,2 or 3 cross-sections (By default GAMM0 = 1.1) |
|
GAMM1 |
Resistance of class 4 cross-sections and member buckling (By default GAMM1 = 1.1) |
|
GAMM2 |
Resistance of net sections at bolt holes (By default GAMM2 = 1.25) |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1 |
~CFMP, IMAT, CTESEA, Lab2, , VALUE, IDX1
Lab1= EC3
It modifies specific data of CTE DB SE-A code.
|
Lab2 |
Description |
|
GAMM0 |
Resistance of class 1,2 or 3 cross-sections (By default GAMM0 = 1.1) |
|
GAMM1 |
Resistance of class 4 cross-sections and member buckling (By default GAMM1 = 1.1) |
|
GAMM2 |
Resistance of net sections at bolt holes (By default GAMM2 = 1.25) |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1 |
~CFMP, IMAT, EA, Lab2, , VALUE, IDX1
Lab1= EA
Modifies specific data of EA code.
|
Lab2 |
Description |
|
GAMA |
Partial safety factor of steel |
|
SIGE |
Elastic limit for range of thickness specified in IDX1 |
|
SIGR |
Tension resistance (SIGe/GAMa) for range of thickness specified in IDX1. |
|
SIGU |
Design resistance for range of thickness specified in IDX1. |
~CFMP, IMAT, LRFD, Lab2, , VALUE, IDX1
Lab1= LRFD
It modifies specific data of AISC-LRFD code (second edition).
|
Lab2 |
Description |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, LRFD13, Lab2, , VALUE, IDX1
Lab1= LRFD13
It modifies specific data of AISC-LRFD code 13th edition.
|
Lab2 |
Description |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, BS5950, Lab2, , VALUE, IDX1
Lab1= BS5950
It modifies specific data of BS 5950 code.
|
Lab2 |
Description |
|
Ys |
Elastic limit of steel for range of thickness specified in IDX1. |
|
Us |
Ultimate strength of steel for range of thickness specified in IDX1. |
|
Roy |
Design strength coefficient for range of thickness specified in IDX1. |
|
Ke |
Coefficient for net area calculation for range of thickness specified in IDX1. |
~CFMP, IMAT, GB50017, Lab2, , VALUE, IDX1
Lab1= GB50017
It modifies specific data of GB50017 code.
|
Lab2 |
Description |
|
f |
Tensile, compressive or bending strength for range of thickness specified in IDX1. |
|
fce |
Compressive strength when ending section is under compressive load for range of thickness specified in IDX1. |
|
fv |
Shear strength for range of thickness specified in IDX1. |
~CFMP, IMAT, ASME_NF, Lab2, , VALUE, IDX1
Lab1= ASME_NF
It modifies specific data of ASME BPVC III Subsection NF code.
|
Lab2 |
Description |
|
SY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
SU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, ASD9, Lab2, , VALUE, IDX1
Lab1= ASD9
It modifies specific data of AISC-ASD 9th Edition code.
|
Lab2 |
Description |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, ASD13, Lab2, , VALUE, IDX1
Lab1= ASD13
It modifies specific data of AISC-ASD 13th Edition code.
|
Lab2 |
Description |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, AISC14, Lab2, , VALUE, IDX1
Lab1= AISC14
It modifies specific data of AISC-ASD 14th Edition code.
|
Lab2 |
Description |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, AISC15, Lab2, , VALUE, IDX1
Lab1= AISC15
It modifies specific data of AISC-ASD 15th Edition code.
|
Lab2 |
Description |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, N690, Lab2, , VALUE, IDX1
Lab1= N690
It modifies specific data of ANSI/AISC N690 code.
|
Lab2 |
Description |
|
FY |
Elastic limit of steel for range of thickness specified in IDX1 |
|
FU |
Ultimate strength of steel for range of thickness specified in IDX1. |
~CFMP, IMAT, EC2_C, Lab2, , VALUE, IDX1, IDX2
Lab1= EC2_C
Modifies code material properties for Eurocode 2 (concrete).
|
Lab2 |
Description |
||||||||
|
CETP |
Type of cement:
|
||||||||
|
GAMC |
Partial safety factor for concrete. |
||||||||
|
ALP |
Compression resistance reduction factor. By default equals to 0.85. |
||||||||
|
FCK |
Characteristic 28 day compressive strength. |
||||||||
|
FCM |
Mean 28 day compressive strength. |
||||||||
|
FCD |
Design 28 day compressive strength. |
||||||||
|
FCTM |
Mean tensile strength. |
||||||||
|
FCTK_005 |
Lower characteristic tensile strength. |
||||||||
|
FCTK_095 |
Upper characteristic tensile strength. |
||||||||
|
EPSC1 |
Strain of the concrete’s peak compressive stress.. |
||||||||
|
EPSCU |
Ultimate compression strain. |
||||||||
|
S |
Coefficient depending on the type of cement:
|
||||||||
|
BETCC |
Coefficient which depends on concrete age. The age index must be specified in IDX1. |
||||||||
|
FCM_T |
Mean t day compressive strength corresponding to the age index indicated in IDX1. |
||||||||
|
FCK_T |
Characteristic compressive strength corresponding to the age ratio indicated in IDX1. |
||||||||
|
FCD_T |
Design compressive strength corresponding to the age ratio indicated in IDX1. |
||||||||
|
ECM |
Secant modulus of elasticity corresponding to the age ratio indicated in IDX1. |
||||||||
|
EC |
Tangent modulus of elasticity corresponding to the age ratio indicated in IDX1. |
||||||||
|
ECD |
Design modulus of elasticity corresponding to the age ratio indicated in IDX1. |
||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||||
|
SAEPSNEW |
Insert a point in the strain-stress diagram of structural analysis. The ordinate (stress) interpolates between the adjacent values.
|
||||||||
|
SAEPSDEL |
Deletes a stress-strain diagram of structural analysis.
|
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis.
|
||||||||
|
SASGM |
Modifies the values of the stress at a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||||
|
SDEPSNEW |
Insert a point in the analysis stress-strain diagram. The ordinate interpolates between adjacent values.
|
||||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the value of the stress of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, EC2_S, Lab2, , VALUE, IDX1
Lab1= EC2_S
Modifies code material properties for Eurocode 2 (reinforcement steel).
|
Lab2 |
Description |
||||||
|
GAMS |
Steel’s safety factor. |
||||||
|
FYK |
Characteristic yield stress. |
||||||
|
FYD |
Design yield stress. |
||||||
|
FTK |
Characteristic tensile strength. |
||||||
|
EPSUK |
Characteristic elongation at maximum load. |
||||||
|
DUCT |
Steel ductility:
|
||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||
|
SAEPSNEW |
Insert a point in the stress-strain diagram of structural analysis. The ordinate (stress) is interpolated between adjacent values.
|
||||||
|
SAEPSDEL |
Deletes a point of the stress-strain diagram of structural analysis.
|
||||||
|
SAEPS |
Moves a point of the stress-strain diagram of structural analysis.
|
||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram:
|
||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between the adjacent values.
|
||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||
|
SDEPS |
Moves a point of the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modifies a point’s stress value of the analysis stress-strain diagram:
|
~CFMP, IMAT, EC2_Pres, Lab2, , VALUE, IDX1
Lab1= EC2_Pres
Modifies code material properties for Eurocode 2 (prestressing steel).
|
Lab2 |
Description |
||||||
|
GAMS |
Prestressed steel’s partial safety factor. |
||||||
|
FPK |
Characteristic tensile strength. |
||||||
|
Fp01k |
0.1% Proof-stress |
||||||
|
EPSuk |
Characteristic elongation at maximum load (by default =0.035) |
||||||
|
R0_60 |
Relaxation for 1000 hours and 60% Fmax |
||||||
|
R0_70 |
Relaxation for 1000 hours and 70% Fmax |
||||||
|
R0_80 |
Relaxation for 1000 hours and 80% Fmax |
||||||
|
LtRat |
Ratio between long-term relaxation losses and 1000 hours relaxation losses (by default LtRat=3) |
||||||
|
TSASSD |
Stress-strain diagram for structural analysis:
|
||||||
|
SAEPSNEW |
Insert a point in the stress-strain diagram of structural analysis. The ordinate (stress) is interpolated between adjacent values.
|
||||||
|
SAEPSDEL |
Deletes a point of the stress-strain diagram of structural analysis.
|
||||||
|
SAEPS |
Moves a point of the stress-strain diagram of structural analysis.
|
||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram:
|
||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between the adjacent values.
|
||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||
|
SDEPS |
Moves a point of the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modifies a point’s stress value of the analysis stress-strain diagram:
|
~CFMP, IMAT, ACI_C, Lab2, , VALUE, IDX1, IDX2
Lab1= ACI_C
It modifies the specific data of code (ACI-Concrete).
|
Lab2 |
Description |
||||||||||||
|
CUTP |
Type of cured:
|
||||||||||||
|
CETP |
Type of cement
|
||||||||||||
|
FC |
Specified compression strength of concrete |
||||||||||||
|
A |
Coefficient dependent of type of cement and cure:
|
||||||||||||
|
BET |
Coefficient dependent of type of cement and cure:
|
||||||||||||
|
FC_T |
Specified compression strength for the age ratio defined in IDX1. |
||||||||||||
|
FR |
Modulus of rupture for the age ratio defined in IDX1. |
||||||||||||
|
EC |
Elasticity modulus corresponding to the age ratio specified in IDX1. |
||||||||||||
|
BET1 |
Factor for rectangular stress distribution |
||||||||||||
|
EPS0 |
Strain of the peak compressive stress for parabolic stress-strain diagram for the age ratio specified in IDX1. |
||||||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||||||||
|
SAEPSNEW |
Insert a point in the stress-strain diagram of structural analysis. The ordinate is interpolated between adjacent values.
|
||||||||||||
|
SAEPSDEL |
Delete a point in the stress-strain diagram of structural analysis
|
||||||||||||
|
SAEPS |
Move a point in the stress-strain diagram of structural analysis.
|
||||||||||||
|
SASGM |
Modify the stress value in a point of the stress-strain diagram of structural analysis:
|
||||||||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||||||||
|
SDEPSNEW |
Insert a point in the analysis stress-strain diagram. The ordinates interpolates between adjacent values.
|
||||||||||||
|
SDEPSDEL |
Delete a point in the analysis stress-strain diagram.
|
||||||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram
|
||||||||||||
|
SDSGM |
Modifies the stress value in a point in the analysis stress-strain diagram:
|
~CFMP, IMAT, ACI_S, Lab2, , VALUE, IDX1
Lab1= ACI_S
Modifies specific data of code (ACI-Reinforcement steel)
|
Lab2 |
Description |
||||||
|
fy |
Steel elastic limit |
||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||
|
SAEPSNEW |
Inserts a point in the stress-strain diagram of structural analysis. the ordinate (stress) is interpolated between adjacent values.
|
||||||
|
SAEPSDEL |
Deletes a point in the stress-strain diagram of structural analysis.
|
||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis.
|
||||||
|
SASGM |
Modifies the value of the stress in a point of the stress-strain diagram of structural analysis:
|
||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||
|
SDEPSNEW |
Insert a point in the stress-strain diagram for section’s analysis. The ordinates is interpolated between adjacent values.
|
||||||
|
SDEPSDEL |
Delete a point in the analysis stress-strain diagram.
|
||||||
|
SDEPS |
Move a point in the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modify the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, ACI_PRES, Lab2, , VALUE, IDX1
Lab1= ACI_S
Modifies specific data of code (ACI-Prestressing steel)
|
Lab2 |
Description |
||||||
|
fpu |
Specific steel elastic limit |
||||||
|
fpy |
Specific elastic limit |
||||||
|
stTp |
Steel type:
|
||||||
|
RIcf1 |
Relaxation calculation coefficient |
||||||
|
Ricf2 |
Relaxation calculation coefficient |
||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||
|
SAEPSNEW |
Inserts a point in the stress-strain diagram of structural analysis. the ordinate (stress) is interpolated between adjacent values.
|
||||||
|
SAEPSDEL |
Deletes a point in the stress-strain diagram of structural analysis.
|
||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis.
|
||||||
|
SASGM |
Modifies the value of the stress in a point of the stress-strain diagram of structural analysis:
|
||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||
|
SDEPSNEW |
Insert a point in the stress-strain diagram for section’s analysis. The ordinates is interpolated between adjacent values.
|
||||||
|
SDEPSDEL |
Delete a point in the analysis stress-strain diagram.
|
||||||
|
SDEPS |
Move a point in the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modify the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, CEB_C, Lab2, , VALUE, IDX1, IDX2
Lab1= CEB_C
Modifies the specific data of code (CEB-Concrete).
|
Lab2 |
Description |
||||||||
|
CETP |
Type of Cement
|
||||||||
|
GAMC |
Concrete’s safety factor |
||||||||
|
FCK |
Characteristic compressive strength. |
||||||||
|
FCD |
Design compressive strength. |
||||||||
|
FCM |
Mean compressive strength. |
||||||||
|
FCTK_MIN |
Lower characteristic tensile strength. |
||||||||
|
FCTK_MAX |
Upper characteristic tensile strength. |
||||||||
|
FCTM |
Mean tensile strength. |
||||||||
|
S |
Coefficient which depends on the type of cement:
|
||||||||
|
BETCC |
Coefficient depending on the concrete’s age for the age index specified in IDX1 |
||||||||
|
FCM_T |
Mean compressive strength of concrete for the age index specified in IDX1. |
||||||||
|
FCK_T |
Characteristic compressive strength of concrete for the age index specified in IDX1. |
||||||||
|
FCD_T |
Design compressive strength for the age index specified in IDX1. |
||||||||
|
FCD1 |
Uniform strength for uncracked regions corresponding to the age index specified in IDX1. |
||||||||
|
FCD2 |
Uniform strength for cracked regions corresponding to the age index specified in IDX1. |
||||||||
|
K |
Strength ratio (ratio between the mean tensile strength and the mean compressive strength). |
||||||||
|
ECI |
Tangent modulus of elasticity for the age index specified in IDX1. |
||||||||
|
EC |
Reduced modulus of elasticity for the age index specified in IDX1. |
||||||||
|
EC1 |
Secant modulus of elasticity for he age index specified in IDX1. |
||||||||
|
EPSC1 |
Strain for the maximum compressive stress of concrete. |
||||||||
|
EPSC_LIM |
Maximum compressive strain of concrete for the age index specified in IDX1. |
||||||||
|
EPSCUB |
Maximum bending strain for the parabolic-rectangular diagram. |
||||||||
|
EPSCUC |
Maximum compressive strain for the parabolic-rectangular diagram. |
||||||||
|
EPSCUU |
Maximum strain for uniform stress diagram. |
||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||||
|
SAEPSNEW |
Inserts a point in the stress-strain diagram of structural analysis The ordinate is interpolated between adjacent values.
|
||||||||
|
SAEPSDEL |
Deletes a point in the stress-strain diagram of structural analysis
|
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of the stress-strain diagram of structural analysis:
|
||||||||
|
SDEPSNEW |
Insert a point in the analysis stress-strain diagram. The ordinate is interpolated between adjacent values.
|
||||||||
|
SDEPSDEL |
Delete a point in the analysis stress-strain diagram.
|
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, CEB_S, Lab2, , VALUE, IDX1
Lab1= CEB_S
Modifies specific data of code (CEB-Reinforcement steel).
|
Lab2 |
Description |
||||||||
|
GAMS |
Steel’s safety factor. |
||||||||
|
FYK |
Characteristic yield stress. |
||||||||
|
FYD |
Design yield stress. |
||||||||
|
FTK |
Characteristic tensile strength. |
||||||||
|
EPSUK |
Characteristic elongation at maximum load. |
||||||||
|
DUCT |
Steel’s Ductility:
|
||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis
|
||||||||
|
SAEPSNEW |
Inserts a point in the stress-strain diagram of structural analysis The ordinate (stress) is interpolated between adjacent values.
|
||||||||
|
SAEPSDEL |
Deletes a point in the stress-strain diagram of structural analysis
|
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of the stress-strain diagram of structural analysis:
|
||||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between adjacent values.
|
||||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, EHE_C, Lab2, , VALUE, IDX1, IDX2
Lab1= EHE_C
Modifies specific data of code (EHE-Concrete).
|
Lab2 |
Description |
||||||||
|
CETP |
Type of cement:
|
||||||||
|
GAMC |
Concrete’s partial safety factor |
||||||||
|
FCK |
Characteristic compressive strength. |
||||||||
|
FCM |
Mean compressive strength. |
||||||||
|
FCD |
Design compressive strength. |
||||||||
|
FCTM |
Mean tensile strength. |
||||||||
|
FCTK_005 |
Lower characteristic tensile strength. |
||||||||
|
FCTK_095 |
Upper characteristic tensile strength. |
||||||||
|
EPSC1 |
Strain of the maximum compressive stress. |
||||||||
|
EPSCLIM |
Maximum compressive strain. |
||||||||
|
ECI |
Tangent modulus elasticity of concrete modulus. |
||||||||
|
K |
Coefficient dependent on the type of cement ((EHE-1998 Art.3.1.2.5.2; EHE-2008 Art. 31.3):
|
||||||||
|
BETC |
Coefficient depending on concrete’s age for the age index indicated in IDX1. |
||||||||
|
FCK_J |
Characteristic compressive strength of concrete for the age index indicated in IDX1. |
||||||||
|
FCM_J |
Mean compressive strength of concrete for the age ratio indicated in IDX1. |
||||||||
|
FCD_J |
Design compressive strength of concrete for the age ratio indicated in IDX1. |
||||||||
|
BETT |
Coefficient which depends on concrete age for the age index indicated in IDX1. |
||||||||
|
FCTM_J |
Mean tensile strength corresponding to the stress-strain curve specified in Idx1 (Idx1= 1,2,3,.., NAGE). |
||||||||
|
E0J |
Initial tangent modulus of elasticity for the age index indicated in IDX1. |
||||||||
|
EJ |
Instantaneous secant modulus of elasticity for the age index indicated in IDX1. |
||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||||
|
SAEPSNEW |
Inserts a point in the stress-strain diagram of structural analysis The ordinate is interpolated between adjacent values.
|
||||||||
|
SAEPSDEL |
Deletes a point in the stress-strain diagram of structural analysis
|
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of the analysis stress-strain diagram:
|
||||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between adjacent values.
|
||||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, EHE_S, Lab2, , VALUE, IDX1, IDX2
Lab1= EHE_S
Modifies the specific data of code (EHE-Reinforcement steel).
|
Lab2 |
Description |
||||||
|
GAMS |
Steel partial safety factor |
||||||
|
FYK |
Steel characteristic elastic limit |
||||||
|
FYD |
Design tensile strength. |
||||||
|
FYCD |
Design compressive strength. |
||||||
|
FMAX |
Characteristic tensile strength. |
||||||
|
EPSMAX |
Characteristic elongation at maximum load. |
||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis
|
||||||
|
SAEPSNEW |
Inserts a point in the stress-strain diagram of structural analysis The ordinate is interpolated between adjacent values.
|
||||||
|
SAEPSDEL |
Deletes a point in the stress-strain diagram of structural analysis
|
||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||
|
TSDSSD |
Type of the stress-strain diagram of structural analysis:
|
||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between adjacent values.
|
||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, EHE_Pres, Lab2, , VALUE, IDX1, IDX2
Lab1= EHE_Pres
Modifies the code properties (EHE-Prestressing steel).
|
Lab2 |
Description |
||||||||
|
GAMS |
Steel safety factor |
||||||||
|
Fmax |
Characteristic tensile strength |
||||||||
|
Fpk |
Characteristic yield stress |
||||||||
|
Fpd |
Design tensile strength |
||||||||
|
AgeR1 |
Relaxation time 1 (in hours) |
||||||||
|
AgeR2 |
Relaxation time 2 (in hours) |
||||||||
|
R1_60 |
Relaxation for AgeR1 and 60%Fmax |
||||||||
|
R1_70 |
Relaxation for AgeR1 and 70%Fmax |
||||||||
|
R1_80 |
Relaxation for AgeR1 and 80%Fmax |
||||||||
|
R2_60 |
Relaxation for AgeR2 and 60%Fmax |
||||||||
|
R2_70 |
Relaxation for AgeR2 and 70%Fmax |
||||||||
|
R2_80 |
Relaxation for AgeR2 and 80%Fmax |
||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis
|
||||||||
|
SAEPSNEW |
Inserts a point in the stress-strain diagram of structural analysis The ordinate is interpolated between adjacent values.
|
||||||||
|
SAEPSDEL |
Deletes a point in the stress-strain diagram of structural analysis
|
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of the stress-strain diagram of structural analysis:
|
||||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between adjacent values.
|
||||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, BS_C, Lab2, , VALUE, IDX1, IDX2
Lab1= BS_C
Modifies specific data of code (BS8110-Concrete).
|
Lab2 |
Description |
||||||||
|
CETP |
Type of cement:
|
||||||||
|
GAMC |
Partial safety factor for concrete. |
||||||||
|
FCU |
Characteristic 28 day compressive strength. |
||||||||
|
EPSC1 |
Strain of the concrete’s peak compressive stress.. |
||||||||
|
EPSCU |
Ultimate compression strain. |
||||||||
|
S |
Coefficient depending on the type of cement:
|
||||||||
|
BETCC |
Coefficient which depends on concrete age. The age index must be specified in IDX1. |
||||||||
|
FCU_T |
Mean t day compressive strength corresponding to the age index indicated in IDX1. |
||||||||
|
Ko |
Coefficient related to the elastic modulus of aggregates. |
||||||||
|
EC28 |
Modulus of elasticity at 28 days. |
||||||||
|
EC_T |
Tangent modulus of elasticity corresponding to the age ratio indicated in IDX1. |
||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||||
|
SAEPSNEW |
Insert a point in the strain-stress diagram of structural analysis. The ordinate (stress) interpolates between the adjacent values.
|
||||||||
|
SAEPSDEL |
Deletes a stress-strain diagram of structural analysis.
|
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis.
|
||||||||
|
SASGM |
Modifies the values of the stress at a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||||
|
SDEPSNEW |
Insert a point in the analysis stress-strain diagram. The ordinate interpolates between adjacent values.
|
||||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the value of the stress of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, BS_S, Lab2, , VALUE, IDX1
Lab1= BS_S
Modifies specific data of code BS8110.
|
Lab2 |
Description |
||||||
|
GAMS |
Steel’s safety factor. |
||||||
|
FYK |
Characteristic yield stress. |
||||||
|
FYD |
Design yield stress. |
||||||
|
FTK |
Characteristic tensile strength. |
||||||
|
EPSUK |
Characteristic elongation at maximum load. |
||||||
|
DUCT |
Steel ductility:
|
||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||
|
SAEPSNEW |
Insert a point in the stress-strain diagram of structural analysis. The ordinate (stress) is interpolated between adjacent values.
|
||||||
|
SAEPSDEL |
Deletes a point of the stress-strain diagram of structural analysis.
|
||||||
|
SAEPS |
Moves a point of the stress-strain diagram of structural analysis.
|
||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram:
|
||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between the adjacent values.
|
||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||
|
SDEPS |
Moves a point of the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modifies a point’s stress value of the analysis stress-strain diagram:
|
~CFMP, IMAT, GB_C, Lab2, , VALUE, IDX1, IDX2
Lab1= GB_C
Modifies the specific data of code GB50010.
|
Lab2 |
Description |
||||||||||||||||||||||
|
CETP |
Type of cement:
|
||||||||||||||||||||||
|
GAMC |
Partial safety factor for concrete. |
||||||||||||||||||||||
|
FCUK |
Standard 28-day compressive strength (cube strength). |
||||||||||||||||||||||
|
ALPC1 |
Prism strength and cube strength ratio. ALPC1=0.76 + 0.06*(fcuk - 50.0)/30.0 |
||||||||||||||||||||||
|
ALPC2 |
Brittle reduction coefficient. ALPC2=1 - 0.13*(fcuk - 40.0)/40.0 |
||||||||||||||||||||||
|
DELTA |
Variation coefficient.
|
||||||||||||||||||||||
|
FCK |
Standard axial compressive strength. fck=0.88*ALPc1*ALPc2*fcuk |
||||||||||||||||||||||
|
FC |
Design value for axial compressive strength:
|
||||||||||||||||||||||
|
FTK |
Standard tensile strength. ftk =0.88*0.395*(fcuk**0.55)*(1-1.645*delta)**0.45*ALPc2 |
||||||||||||||||||||||
|
FT |
Design value for tensile strength. ft = ftk/GAMc |
||||||||||||||||||||||
|
S |
Coefficient which depends on type of cement:
|
||||||||||||||||||||||
|
BETCC |
Coefficient which depends on concrete age t. The age index must be specified in IDX1. BETcc=*exp{s*[1-(28/Age)^1/2]} |
||||||||||||||||||||||
|
Fck_t |
Standard t day compressive strength. The age index must be specified in IDX1. fck_t=BETcc*fck |
||||||||||||||||||||||
|
Fc_t |
Design t day compressive strength. The age index must be specified in IDX1. fc_t=fck_t/GAMc |
||||||||||||||||||||||
|
Ec_t |
Modulus of elasticity. The age index must be specified in IDX1. Ec=1.D5/(2.2D0+34.7D0/Fcuk/BETcc) [MPa] |
||||||||||||||||||||||
|
N |
Exponent of the stress strain diagram. n=2-(fcuk-50)/60 [MPa] |
||||||||||||||||||||||
|
EPS0 |
Compressive strain at fc: EPS0 = 0.002+0.5*(fcuk-50)*10E-5 [MPa] |
||||||||||||||||||||||
|
EPSCU |
Limit compressive strain in concrete: EPScu = 0.0033-(fcuk-50)*10E-5 [MPa] |
||||||||||||||||||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||||||||||||||||||
|
SAEPSNEW |
Insert a point in the strain-stress diagram of structural analysis. The ordinate (stress) interpolates between the adjacent values.
|
||||||||||||||||||||||
|
SAEPSDEL |
Deletes a stress-strain diagram of structural analysis.
|
||||||||||||||||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis.
|
||||||||||||||||||||||
|
SASGM |
Modifies the values of the stress at a point of the stress-strain diagram of structural analysis:
|
||||||||||||||||||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||||||||||||||||||
|
SDEPSNEW |
Insert a point in the analysis stress-strain diagram. The ordinate interpolates between adjacent values.
|
||||||||||||||||||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||||||||||||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||||||||||||||||
|
SDSGM |
Modifies the value of the stress of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, GB_S, Lab2, , VALUE, IDX1
Lab1= GB_S
Modifies specific data of code GB50010 (Reinforcement steel).
|
Lab2 |
Description |
||||||
|
GAMS |
Safety factor for steel |
||||||
|
FYK |
Characteristic yield stress |
||||||
|
FY |
Design tensile strength |
||||||
|
TSASSD |
Type of stress-strain diagram for structural analysis:
|
||||||
|
SAEPSNEW |
Insert a point in the stress-strain diagram of structural analysis. The ordinate (stress) is interpolated between adjacent values.
|
||||||
|
SAEPSDEL |
Deletes a point of the stress-strain diagram of structural analysis.
|
||||||
|
SAEPS |
Moves a point of the stress-strain diagram of structural analysis.
|
||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram:
|
||||||
|
TSDSSD |
Type of stress-strain diagram for section’s analysis:
|
||||||
|
SDEPSNEW |
Inserts a point in the analysis stress-strain diagram. The ordinate is interpolated between the adjacent values.
|
||||||
|
SDEPSDEL |
Deletes a point in the analysis stress-strain diagram.
|
||||||
|
SDEPS |
Moves a point of the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modifies a point’s stress value of the analysis stress-strain diagram:
|
~CFMP, IMAT, NBR_C, Lab2, , VALUE, IDX1, IDX2
Lab1= NBR_C
Modifies specific data of code (NBR6118-Concrete).
|
Lab2 |
Description |
||||||||||
|
CETP |
Type of Cement:
|
||||||||||
|
GAMC |
Partial safety factor for concrete |
||||||||||
|
FCK |
Characteristic 28 day compressive strength |
||||||||||
|
FCM |
Mean 28 day compressive strength FCM=FCK+1.65*SD |
||||||||||
|
FCD |
Design 28 day compressive strength FCD=FCK/GAMC |
||||||||||
|
FCTM |
Mean tensile strength FCTM=0.30*(FCK^(2/3)) [MPa] |
||||||||||
|
FCTK_INF |
Lower characteristic tensile strength FCTK_INF=0.21*(FCK^(2/3)) [MPa] |
||||||||||
|
FCTK_SUP |
Upper characteristic tensile strength FCTK_SUP=0.39*(FCK^(2/3)) [MPa] |
||||||||||
|
SD |
Standar deviation (SD= 4 MPa by default) |
||||||||||
|
S |
Coefficient which depends on type of cement
|
||||||||||
|
BET1 |
Coefficient which depends on type of cement BET1=exp{s*[1-(28/Age)^1/2]} Age: Concrete age (days) |
||||||||||
|
FCK_J |
Characteristic j day compressive strength FCK_J=FCK*BET1 |
||||||||||
|
FCM_J |
Mean j day compressive strength FCM_J=FCK_J+1.65*SD |
||||||||||
|
FCD_J |
Design j day compressive strength If Age < 28 then FCD_J=FCK_J/GAMC If Age >=28 then FCD_J=FCK/GAMC |
||||||||||
|
ECI |
Initial tangent modulus of elasticity ECI=5600*FCK_J^1/2 |
||||||||||
|
ECS |
Secant modulus of elasticity ECS=0.85*ECI |
||||||||||
|
TSASSD |
Type of stress-strain diagram of structural analysis:
|
||||||||||
|
NPSASSD |
Number of points of the diagram |
||||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||||
|
TSDSSD |
Type of analysis stress-strain diagram:
|
||||||||||
|
NPSDSSD |
Number of points of the diagram |
||||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, NBR_S, Lab2, , VALUE, IDX1, IDX2
Lab1= NBR_S
Modifies the specific data of code (NBR6118-Reinforced steel).
|
Lab2 |
Description |
||||||
|
GAMS |
Safety factor for steel |
||||||
|
FYK |
Characteristic yield stress |
||||||
|
FYD |
Design tensile strength FYD=FYK/GAMS |
||||||
|
FSTK |
Characteristic tensile strength |
||||||
|
EPSUK |
Characteristic elongation at maximum load |
||||||
|
TSASSD |
Type of stress-strain diagram of structural analysis:
|
||||||
|
NPSASSD |
Number of points of the diagram |
||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||
|
TSDSSD |
Type of analysis stress-strain diagram:
|
||||||
|
NPSDSSD |
Number of points of the diagram |
||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, IS_C, Lab2, , VALUE, IDX1, IDX2
Lab1= IS_C
Modifies specific data of indian code (IS456-Concrete).
|
Lab2 |
Description |
||||||||
|
CETP |
Type of Cement:
|
||||||||
|
GAMC |
Partial safety factor for concrete |
||||||||
|
FCK |
Characteristic 28 day compressive strength |
||||||||
|
FCD |
Design 28 day compressive strength FCD=FCK/GAMC |
||||||||
|
FCT |
Characteristic tensile strength FCT=0.70*(FCK^(1/2)) [MPa] |
||||||||
|
S |
Coefficient which depends on the type of cement:
|
||||||||
|
BETCC |
Coefficient depending on the concrete’s age for the age index specified in IDX1 BET1=exp{s*[1-(28/Age)^1/2]} Age: Concrete age (days) |
||||||||
|
FCK_T |
Characteristic t day compressive strength FCK_T=BETCC*FCK [MPa] |
||||||||
|
FCD_T |
Design t day compressive strength FCD_T= FCK_T/GAMC |
||||||||
|
EC |
Modulus of elasticity at 28 days EC=5000*FCK^1/2 |
||||||||
|
EC_T |
Modulus of elasticity EC_T=5000*FCK_T^1/2 |
||||||||
|
TSASSD |
Type of stress-strain diagram of structural analysis:
|
||||||||
|
NPSASSD |
Number of points of the diagram |
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of analysis stress-strain diagram:
|
||||||||
|
NPSDSSD |
Number of points of the diagram |
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, IS_S, Lab2, , VALUE, IDX1, IDX2
Lab1= IS_S
Modifies the specific data of Indian code (IS456- Reinforced steel).
|
Lab2 |
Description |
||||||
|
GAMS |
Safety factor for steel |
||||||
|
FY |
Characteristic yield stress |
||||||
|
FYD |
Design tensile strength FYD=FY/GAMS |
||||||
|
FT |
Characteristic tensile strength |
||||||
|
EPSUK |
Characteristic elongation at maximum load |
||||||
|
TSASSD |
Type of stress-strain diagram of structural analysis:
|
||||||
|
NPSASSD |
Number of points of the diagram |
||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||
|
TSDSSD |
Type of analysis stress-strain diagram:
|
||||||
|
NPSDSSD |
Number of points of the diagram |
||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, SP_C, Lab2, , VALUE, IDX1, IDX2
Lab1= SP_C
Modifies specific data of russian codes.
|
Lab2 |
Description |
||||||||
|
CETP |
Type of Cement:
|
||||||||
|
GAMB |
Partial safety factor for concrete (compression) |
||||||||
|
GAMBT |
Partial safety factor for concrete (tension) |
||||||||
|
RBN |
Characteristic 28 day compressive strength |
||||||||
|
RB |
Design 28 day compressive strength RB=RBN/GAMC |
||||||||
|
RBTN |
Characteristic 28 day tensile strength
|
||||||||
|
RBT |
Design 28 day tensile strength RBT=RBTN/GAMC |
||||||||
|
RBN_T |
Characteristic t day compressive strength |
||||||||
|
RB_T |
Design t day compressive strength |
||||||||
|
EB |
Initial modulus of elasticity |
||||||||
|
EPSB0 |
Strain at the end of the second segment of the strain-stress curve |
||||||||
|
EPSB2 |
Ultimate strain in compression |
||||||||
|
S |
Coefficient which depends on the type of cement:
|
||||||||
|
BETCC |
Coefficient depending on the concrete’s age for the age index specified in IDX1 BET1=exp{s*[1-(28/Age)^1/2]} Age: Concrete age (days) |
||||||||
|
TSASSD |
Type of stress-strain diagram of structural analysis:
|
||||||||
|
NPSASSD |
Number of points of the diagram |
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of analysis stress-strain diagram:
|
||||||||
|
NPSDSSD |
Number of points of the diagram |
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, SP_S, Lab2, , VALUE, IDX1, IDX2
Lab1= SP_S
Modifies the specific data of russian codes.
|
Lab2 |
Description |
||||||||
|
GAMS |
Safety factor for steel |
||||||||
|
RSN |
Characteristic yield stress |
||||||||
|
RS |
Design tensile strength RS=RSN/GAMS |
||||||||
|
RSW |
Design yield stress of stirrups RSW= Min(0.8*Rs,300 MPa) |
||||||||
|
EPSS2 |
Characteristic elongation at maximum load |
||||||||
|
TSASSD |
Type of stress-strain diagram of structural analysis:
|
||||||||
|
NPSASSD |
Number of points of the diagram |
||||||||
|
SAEPS |
Moves a point in the stress-strain diagram of structural analysis
|
||||||||
|
SASGM |
Modifies the stress value of a point of the stress-strain diagram of structural analysis:
|
||||||||
|
TSDSSD |
Type of analysis stress-strain diagram:
|
||||||||
|
NPSDSSD |
Number of points of the diagram |
||||||||
|
SDEPS |
Moves a point in the analysis stress-strain diagram.
|
||||||||
|
SDSGM |
Modifies the stress value of a point of the analysis stress-strain diagram:
|
~CFMP, IMAT, FLZONE, Lab2, Lab3, VALUE, IDX1
Lab1= FLZONE
Allows defining or modifying FLAC3D material properties for soil and rock elements (only for Type=5 or 6).
|
Lab2 |
Lab3 |
Description |
||||||||||||||||||||||
|
CMOD |
|
Type of constitutive model
|
||||||||||||||||||||||
|
ISO |
bu |
Elastic bulk modulus, K K=E/3/(1-2*Nu) |
||||||||||||||||||||||
|
|
sh |
Elastic shear modulus, G G=E/2/(1+Nu) |
||||||||||||||||||||||
|
ORT |
dd |
Dip direction of plane defined by axes 1'-2' |
||||||||||||||||||||||
|
|
dip |
Dip angle of plane defined by axes 1'-2' |
||||||||||||||||||||||
|
|
e1 |
Young's modulus in direction 1' |
||||||||||||||||||||||
|
|
e2 |
Young's modulus in direction 2' |
||||||||||||||||||||||
|
|
e3 |
Young's modulus in direction 3' |
||||||||||||||||||||||
|
|
g12 |
Shear modulus in planes parallel to axes 1'-2' |
||||||||||||||||||||||
|
|
g13 |
Shear modulus in planes parallel to axes 1'-3' |
||||||||||||||||||||||
|
|
g23 |
Shear modulus in planes parallel to axes 2'-3' |
||||||||||||||||||||||
|
|
nu12 |
Poisson´s ratio characterizing lateral contraction in direction 1' when tension is applied in direction 2' |
||||||||||||||||||||||
|
|
nu13 |
Poisson´s ratio characterizing lateral contraction in direction 1' when tension is applied in direction 3' |
||||||||||||||||||||||
|
|
nu23 |
Poisson´s ratio characterizing lateral contraction in direction 2' when tension is applied in direction 3' |
||||||||||||||||||||||
|
|
nx |
x-component of unit normal to plane defined by axes 1'-2' |
||||||||||||||||||||||
|
|
ny |
y-component of unit normal to plane defined by axes 1'-2' |
||||||||||||||||||||||
|
|
nz |
z-component of unit normal to plane defined by axes 1'-2' |
||||||||||||||||||||||
|
|
rot |
Rotation angle between the 1' axis and the dip-direction vector, defined positive clockwise from the dip-direction vector |
||||||||||||||||||||||
|
TRA |
dd |
Dip direction of plane of isotropy |
||||||||||||||||||||||
|
|
Dip |
Dip angle of plane of isotropy |
||||||||||||||||||||||
|
|
E1 |
Young's modulus in the plane of isotropy |
||||||||||||||||||||||
|
|
E3 |
Young's modulus normal to the plane of isotropy |
||||||||||||||||||||||
|
|
G13 |
Shear modulus for any plane normal to the plane of isotropy |
||||||||||||||||||||||
|
|
Nu12 |
Poisson´s ratio characterizing lateral contraction in the plane of isotropy when tension is applied in the plane |
||||||||||||||||||||||
|
|
Nu13 |
Poisson´s ratio characterizing lateral contraction in the plane of isotropy when tension is applied normal to the plane |
||||||||||||||||||||||
|
DP |
Bu |
Elastic bulk modulus, K |
||||||||||||||||||||||
|
|
Ks |
Material parameter, phi |
||||||||||||||||||||||
|
|
Qd |
Material parameter,qpsi |
||||||||||||||||||||||
|
|
Qv |
Material parameter, phi |
||||||||||||||||||||||
|
|
Sh |
Elastic shear modulus, G |
||||||||||||||||||||||
|
|
ten |
Tension limit, SIGt |
||||||||||||||||||||||
|
MC |
bu |
Elastic bulk modulus, K |
||||||||||||||||||||||
|
|
C |
Cohesion, c |
||||||||||||||||||||||
|
|
Di |
Dilation angle, psi |
||||||||||||||||||||||
|
|
Fric |
Internal angle of friction, phi |
||||||||||||||||||||||
|
|
Sh |
Elastic shear modulus, G |
||||||||||||||||||||||
|
|
ten |
Tension limit, SIGt |
||||||||||||||||||||||
|
UJ |
bu |
Elastic bulk modulus, K |
||||||||||||||||||||||
|
|
C |
Cohesion of matrix, c |
||||||||||||||||||||||
|
|
Di |
Dilation angle of matrix, psi |
||||||||||||||||||||||
|
|
Fric |
Internal angle of friction, phi |
||||||||||||||||||||||
|
|
Jc |
Joint cohesion, cj |
||||||||||||||||||||||
|
|
Jdd |
Dip direction of weakness plane |
||||||||||||||||||||||
|
|
Jdil |
Joint dilation angle, psij |
||||||||||||||||||||||
|
|
Jdip |
Dip angle of weakness plane |
||||||||||||||||||||||
|
|
Jf |
Joint friction angle, phij |
||||||||||||||||||||||
|
|
Jnx |
x-component of unit normal to weakness plane |
||||||||||||||||||||||
|
|
Jny |
y-component of unit normal to weakness plane |
||||||||||||||||||||||
|
|
Jnz |
z-component of unit normal to weakness plane |
||||||||||||||||||||||
|
|
Jt |
Joint tension limit, SIGtj |
||||||||||||||||||||||
|
|
Sh |
Elastic shear modulus, G |
||||||||||||||||||||||
|
|
ten |
Tension limit of matrix, SIGt |
||||||||||||||||||||||
|
HS |
bu |
Elastic bulk modulus, K |
||||||||||||||||||||||
|
|
C |
Cohesion, c |
||||||||||||||||||||||
|
|
Ct |
Number of table relating cohesion to plastic shear strain |
||||||||||||||||||||||
|
|
Di |
Dilation angle, psi |
||||||||||||||||||||||
|
|
Dt |
Number of table relating dilation angle to plastic shear strain |
||||||||||||||||||||||
|
|
Fric |
Angle of internal friction, phi |
||||||||||||||||||||||
|
|
Ft |
Number of table relating friction angle to plastic shear strain |
||||||||||||||||||||||
|
|
Sh |
Elastic shear modulus, G |
||||||||||||||||||||||
|
|
Ten |
Tension limit, SIGt |
||||||||||||||||||||||
|
|
tt |
Number of table relating tension limit to plastic tensil strain |
||||||||||||||||||||||
|
BHS |
Bij |
=0 for joint linear model (default) =1 for joint bilinear model |
||||||||||||||||||||||
|
|
Bim |
=0 for matrix linear model (default) =1 for matrix bilinear model |
||||||||||||||||||||||
|
|
bu |
Elastic bulk modulus, K |
||||||||||||||||||||||
|
|
C2 |
Number of table relating matrix cohesion c2 to matrix plastic shear strain |
||||||||||||||||||||||
|
|
Cj |
Number of table relating joint cohesion cj1 to joint plastic shear strain |
||||||||||||||||||||||
|
|
Cj2 |
Number of table relating joint cohesion cj2 to joint plastic shear strain |
||||||||||||||||||||||
|
|
C |
Matrix cohesion, c1 |
||||||||||||||||||||||
|
|
Co2 |
Matrix cohesion, c2 |
||||||||||||||||||||||
|
|
Ct |
Number of table relating matrix cohesion c1 to matrix plastic shear strain |
||||||||||||||||||||||
|
|
D2 |
Number of table relating matrix dilation psi2 to matrix plastic shear strain |
||||||||||||||||||||||
|
|
Di2 |
Matrix dilation angle, psi2 |
||||||||||||||||||||||
|
|
Di |
Matrix dilation angle, psi1 |
||||||||||||||||||||||
|
|
Dj |
Number of table relating joint dilation psij1 to joint plastic shear strain |
||||||||||||||||||||||
|
|
Dj2 |
Number of table relating joint dilation psij2 to joint plastic shear strain |
||||||||||||||||||||||
|
|
Dt |
Number of table relating matrix dilation angle psi1 to matrix plastic shear strain |
||||||||||||||||||||||
|
|
F2 |
Number of table relating matrix friction angle phi2 to matrix plastic shear strain |
||||||||||||||||||||||
|
|
Fj |
Number of table relating joint friction angle phij1 to joint plastic shear strain |
||||||||||||||||||||||
|
|
Fj2 |
Number of table relating joint friction angle phij2 to joint plastic shear strain |
||||||||||||||||||||||
|
|
Fr2 |
Matrix friction angle, phi2 |
||||||||||||||||||||||
|
|
Fric |
Matrix friction angle, phi1 |
||||||||||||||||||||||
|
|
Ft |
Number of table relating matrix friction phi1 to matrix plastic shear strain |
||||||||||||||||||||||
|
|
Jc2 |
Joint cohesion,cj2 |
||||||||||||||||||||||
|
|
Jc |
Joint cohesion,cj1 |
||||||||||||||||||||||
|
|
Jdd |
Dip direction of weakness plane |
||||||||||||||||||||||
|
|
Jdil |
Joint dilation angle, psij1 |
||||||||||||||||||||||
|
|
Jdip |
Dip angle of weakness plane |
||||||||||||||||||||||
|
|
Jd2 |
Joint dilation angle, psij2 |
||||||||||||||||||||||
|
|
Jf |
Joint friction angle, phij1 |
||||||||||||||||||||||
|
|
Jf2 |
Joint friction angle, phij2 |
||||||||||||||||||||||
|
|
Jnx |
x-component of unit normal to weakness plane |
||||||||||||||||||||||
|
|
Jny |
y-component of unit normal to weakness plane |
||||||||||||||||||||||
|
|
Jnz |
z-component of unit normal to weakness plane |
||||||||||||||||||||||
|
|
Jt |
Joint tension limit, SIGtj |
||||||||||||||||||||||
|
|
Sh |
Elastic shear modulus, G |
||||||||||||||||||||||
|
|
Ten |
Matrix tension limit,SIGt |
||||||||||||||||||||||
|
|
Tj |
Number of table relating joint tension limit SIGtj to joint plastic tensile strain |
||||||||||||||||||||||
|
|
Tt |
Number of table relating matrix tension limit SIGtj to joint plastic tensile strain |
||||||||||||||||||||||
|
DY |
Bu |
Elastic bulk modulus, K |
||||||||||||||||||||||
|
|
Cap_p |
Current intersection of volumetric yield surface (cap) with pressure (mean stress) axis, pc |
||||||||||||||||||||||
|
|
C |
Cohesion, c |
||||||||||||||||||||||
|
|
Cp |
Number of table relating cap pressure to plastic volume strain |
||||||||||||||||||||||
|
|
Ct |
Number of table relating cohesion to plastic shear strain |
||||||||||||||||||||||
|
|
Di |
Dilation angle, psi |
||||||||||||||||||||||
|
|
Dt |
Number of table relating dilation angle to plastic shear strain |
||||||||||||||||||||||
|
|
Ev |
Accumulated plastic volumetric strain |
||||||||||||||||||||||
|
|
F |
Angle of internal friction, phi |
||||||||||||||||||||||
|
|
Ft |
Number of table relating friction angle to plastic shear strain |
||||||||||||||||||||||
|
|
Mu |
Multiplier on current plastic cap modulus to give elastic bulk and shear moduli, R |
||||||||||||||||||||||
|
|
S |
Maximum elastic shear modulus, G |
||||||||||||||||||||||
|
|
T |
Limit stress, SIGt |
||||||||||||||||||||||
|
|
tt |
Number of table relating tensile limit to plastic tensile strain |
||||||||||||||||||||||
|
CC |
Bulk_b |
Maximum elastic bulk modulus,kmax |
||||||||||||||||||||||
|
|
Cv |
Initial specific volume, v0 |
||||||||||||||||||||||
|
|
Ka |
Slope of elastic swelling line, kappa |
||||||||||||||||||||||
|
|
L |
Slope of normal consolidation line, lambda |
||||||||||||||||||||||
|
|
Mm |
Frictional constant, M |
||||||||||||||||||||||
|
|
Mpc |
Preconsolidation pressure, pc0 |
||||||||||||||||||||||
|
|
Mp1 |
Reference pressure, p1 |
||||||||||||||||||||||
|
|
Mv_l |
Specific volume at reference pressure, p1, on normal consolidation line, vlambda |
||||||||||||||||||||||
|
|
P |
Poisson's ratio, nu |
||||||||||||||||||||||
|
|
sh |
Elastic shear modulus, G |
~CFMP, IMAT, FLSEL, Lab2, Lab3, VALUE, IDX1
Lab1= FLSEL
Allows defining or modifying FLAC3D material properties for structural elements (only for Type=1, 2 or 3).
|
Lab2 |
Lab3 |
Description |
||||||||||||
|
TSEL |
|
Type of structural element
|
||||||||||||
|
BEAM |
density |
Mass density, ro |
||||||||||||
|
|
emod |
Young's modulus, E |
||||||||||||
|
|
Nu |
Poisson's ratio, nu |
||||||||||||
|
|
pmoment |
Plastic moment capacity, Mp |
||||||||||||
|
|
thexp |
Thermal expansion coefficient, alphat |
||||||||||||
|
CABLE |
density |
Mass density, ro |
||||||||||||
|
|
Emod |
Young's modulus, E |
||||||||||||
|
|
Gr_coh |
Grout cohesive strength (force) per unit of length, cg |
||||||||||||
|
|
Gr_fric |
Grout friction angle, phig (º) |
||||||||||||
|
|
Gr_k |
Grout stiffness per unit length, kg |
||||||||||||
|
|
Gr_per |
Grout exposed perimeter, pg |
||||||||||||
|
|
Slide |
Large-strain sliding flag (default: OFF) |
||||||||||||
|
|
Slide_to |
Large-strain sliding tolerance |
||||||||||||
|
|
Thexp |
Thermal expansion coefficient, alphat |
||||||||||||
|
|
Ycomp |
Compressive yield stength (force), Fc |
||||||||||||
|
|
ytens |
Tensile yield strength (force), Ft |
||||||||||||
|
PILE |
Density |
Mass density, ro |
||||||||||||
|
|
Emod |
Young's modulus, E |
||||||||||||
|
|
Nu |
Poisson's ratio, nu |
||||||||||||
|
|
Pmoment |
Plastic moment capacity, Mp |
||||||||||||
|
|
Thexp |
Thermal expansion coefficient, alphat |
||||||||||||
|
|
Cs_scoh |
Shear coupling spring cohesion per unit length, cs |
||||||||||||
|
|
Cs_sfric |
Shear coupling spring friction angle, Phis (º) |
||||||||||||
|
|
Cs_sk |
Shear coupling spring stiffness per unit length, ks |
||||||||||||
|
|
Cs_ncoh |
Normal coupling spring cohesion per unit length, cn |
||||||||||||
|
|
Cs_nfric |
Normal coupling spring friction angle, phin (º) |
||||||||||||
|
|
Cs_ngap |
Normal coupling spring gap-use flag, g (default: OFF) |
||||||||||||
|
|
Cs_nk |
Normal coupling stiffness per unit length, kn |
||||||||||||
|
|
Slide |
Large-strain sliding flag (default: OFF) |
||||||||||||
|
|
Slide_to |
Large-strain sliding tolerance |
||||||||||||
|
SHELL |
Tbeh |
Type of constitutive behavior
|
||||||||||||
|
|
Ele |
Finite element type
|
||||||||||||
|
|
Density |
Mass density, ro |
||||||||||||
|
|
Emod |
Young's modulus, E (Isotropic) |
||||||||||||
|
|
Nu |
Poisson's ratio, nu (Isotropic) |
||||||||||||
|
|
E11 |
Orthotropic material property, e11 |
||||||||||||
|
|
E12 |
Orthotropic material property, e12 |
||||||||||||
|
|
E22 |
Orthotropic material property, e22 |
||||||||||||
|
|
E33 |
Orthotropic material property, e33 |
||||||||||||
|
|
Thexp |
Thermal expansion coefficient, alphat |
||||||||||||
|
GEOG |
Tbeh |
Type of constitutive behavior
|
||||||||||||
|
|
Ele |
Finite element type
|
||||||||||||
|
|
Density |
Mass density, ro |
||||||||||||
|
|
Emod |
Young's modulus, E (Isotropic) |
||||||||||||
|
|
Nu |
Poisson's ratio, nu (Isotropic) |
||||||||||||
|
|
E11 |
Orthotropic material property e11 |
||||||||||||
|
|
E12 |
Orthotropic material property e12 |
||||||||||||
|
|
E22 |
Orthotropic material property e22 |
||||||||||||
|
|
E33 |
Orthotropic material property e33 |
||||||||||||
|
|
Thexp |
Thermal expansion coefficient, alphat |
||||||||||||
|
|
Cs_scoh |
Coupling spring cohesion (stress units), c |
||||||||||||
|
|
Cs_sfric |
Coupling spring friction angle, phi (º) |
||||||||||||
|
|
Cs_sk |
Coupling spring stiffness per unit area, k |
||||||||||||
|
|
Slide |
Large-strain sliding flag (default: OFF) |
||||||||||||
|
|
Slide_to |
Large-strain sliding tolerance |
||||||||||||
|
LINER |
Tbeh |
Type of constitutive behavior
|
||||||||||||
|
|
Ele |
Finite element type
|
||||||||||||
|
|
Density |
Mass density, ro |
||||||||||||
|
|
Emod |
Young's modulus, E (Isotropic) |
||||||||||||
|
|
Nu |
Poisson's ratio, nu (Isotropic) |
||||||||||||
|
|
E11 |
Orthotropic material property e11 |
||||||||||||
|
|
E12 |
Orthotropic material property e12 |
||||||||||||
|
|
E22 |
Orthotropic material property e22 |
||||||||||||
|
|
E33 |
Orthotropic material property e33 |
||||||||||||
|
|
Thexp |
Thermal expansion coefficient, alphat |
||||||||||||
|
|
Cs_ncut |
Normal coupling spring tensile strength (stress units), ft |
||||||||||||
|
|
Cs_nk |
Normal coupling spring stiffness per unit area, kn |
||||||||||||
|
|
Cs_scoh |
Shear coupling spring cohesion (stress units), c |
||||||||||||
|
|
Cs_scohr |
Shear coupling spring residual cohesion (stress units), cr |
||||||||||||
|
|
Cs_sfric |
Shear coupling spring friction angle, phi (º) |
||||||||||||
|
|
Cs_sk |
Shear coupling spring stiffness per unit area, ks |
||||||||||||
|
|
Slide |
Large-strain sliding flag (default: OFF) |
||||||||||||
|
|
Slide_to |
Large-strain sliding tolerance |
Notes
- More detailed information about parameters and formulae used is given in CivilFEM’s Theory Manual.
- The program follows an order of priority for the definition and modification of parameters. When changing a determined parameter, the priority order must be taken into account so as to be sure that, by changing any data, the related parameters are automatically changed. For instance, if the elasticity modulus (Ex) is changed, the transverse strain modulus (Gxy) is automatically modified by the program. However, if Gxy is changed, the elasticity modulus stays the same. The order of priority adopted by CivilFEM for the modification and definition of parameters and relationships between them is described in the CivilFEM Theory Manual.
- It is not possible to make the definition of a new material directly with the option User defined without being previously chosen one of the library materials. In case the material is not in the CivilFEM library, a material should be chosen to start up with and then modifications of its properties may be accomplished by changing its label from ‘LIB’ to ‘USER’.
- The actual release of the program does not contain the material data conforming Australian Standard AS3600. If this code is activated, the selected material (concrete or reinforced steel) will be filled out with the same parameters as the US concrete code ACI-318 requires.
Menu Paths
Main Menu > Civil Preprocessor > Materials> New
Main Menu > Civil Preprocessor > Materials> Modify
¾¾¾¾¾¾¨¾¾¾¾¾¾