~TRGDEF
~TRGDEF, ITRG, Group, Item, Comp, Type
Defines a Target
POST1: Combinations
ITRG
Target number to be defined.
Group
Label identifying the group the Target belongs to. The Group valid labels are the following:
|
BEAM |
Forces, moments, stresses, strains, combination of strains and tensions on beam elements. |
|
SHELL |
Forces, moments, stresses and strains on shell elements. |
|
SOLID |
Stresses and strains on solids (2D or 3D). |
|
AXSHL |
Forces, moments, stresses and strains on axially symmetric plates. |
|
DISPL |
Displacements and rotations on the nodes. |
|
REACT |
Nodal reactions. |
|
CROSS |
Forces and moments on cross sections. Stresses and strains on points defined by the user. |
|
VERTX |
Forces, moments, stresses and strains on shell vertices. |
Item, Comp
Target identification.
Type
Label identifying the type of the Target:
|
MAX |
Search the maximum algebraic of the defined datum. |
|
MIN |
Search the minimum algebraic of the defined datum. |
|
ABS |
Search the maximum in absolute value of the defined datum. |
Notes
- A Target number can be referred to a different datum in each one of the groups.
- The same Target number can be referred to a unique datum in each one of the groups. To eliminate a Target already defined in a group, see ~TRGDEL command.
- In cross sections (CROSS group) although the number of section points is variable and can grow indefinitely, Targets number is limited to the 6 relative to forces and moments, 14 stresses Targets and some other 14 strains Targets on the section’s point chosen by the user. In these last two cases, the Target refers to a point and a stress or strain component in that point, both decided by the user (see command ~TRGUPT).
- Targets referred to shell vertices include forces, moments, stresses and strains on these element’s vertices calculated by CivilFEM.
-Â Valid labels are shown in the table:
Group = BEAM Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,BEAM, ...
|
Item |
Comp |
Description |
|
F |
X |
Axial force. |
|
 “ |
Y |
Shear force Y. |
|
 “ |
Z |
Shear force Z. |
|
M |
X |
Torsional moment. |
|
 “ |
Y |
Bending moment along Y. |
|
 “ |
Z |
Bending moment along Z. |
|
S |
DIR |
Direct stress at the centroid. |
|
 “ |
BYT |
Y bending stress at the top Y fiber |
|
 “ |
BYB |
Y bending stress at the bottom Y fiber |
|
 “ |
BZT |
Z bending stress at the top Z fiber. |
|
 “ |
BZB |
Z bending stress at the bottom Z fiber |
|
EPEL |
DIR |
Axial strain at the centroid. |
|
 “ |
BYT |
Y bending strain at the top Y fiber |
|
 “ |
BYB |
Y bending strain at the bottom Y fiber |
|
 “ |
BZT |
Z bending strain at the top Z fiber |
|
 “ |
BZB |
Z bending strain at the bottom Z fiber. |
|
COMBS |
YTZT |
Combined stress at the top Y and Z fiber. |
|
 “ |
YTZM |
Combined stress at the top Y and medium Z fiber. |
|
 “ |
YTZB |
Combined stress at the top Y and bottom Z fiber. |
|
 “ |
YMZT |
Combined stress at the medium Y and top Z fiber. |
|
 “ |
YMZM |
Combined stress at medium Y and medium Z fiber. |
|
 “ |
YMZB |
Combined stress at medium Y and bottom Z fiber. |
|
 “ |
YBZT |
Combined stress at bottom Y and top Z fiber. |
|
 “ |
YBZM |
Combined stress at bottom Y and medium Z fiber. |
|
 “ |
YBZB |
Combined stress at bottom Y and bottom Z fiber. |
|
COMBEPEL |
YTZT |
Combined strain at top Y and top Z fiber. |
|
 “ |
YTZM |
Combined strain at top Y and medium Z fiber. |
|
 “ |
YTZB |
Combined strain at top Y and bottom Z fiber. |
|
 “ |
YMZT |
Combined strain at medium Y and top Z fiber. |
|
 “ |
YMZM |
Combined strain at medium Y and medium Z fiber. |
|
 “ |
YMZB |
Combined strain at medium Y and bottom Z fiber. |
|
 “ |
YBZT |
Combined strain at bottom Y and top Z fiber. |
|
 “ |
YBZM |
Combined strain at bottom Y and medium Z fiber. |
|
 “ |
YBZB |
Combined strain at bottom Y and bottom Z fiber.    |
Group = SHELL Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,SHELL, ...
|
Item |
Comp |
Description |
|
T |
X |
Axial X per unit of length. |
|
 “ |
Y |
Axial Y per unit of length. |
|
 “ |
XY |
Sliding shear per unit of length. |
|
M |
X |
Bending moment X per unit of length. |
|
 “ |
Y |
Bending moment Y per unit of length. |
|
 “ |
XY |
Torsional moment per unit of length. |
|
N |
X |
Shear X per unit of length. |
|
 “ |
Y |
Shear Y per unit of length. |
|
S |
XT |
X stress at the top face. |
|
 “ |
YT |
Y stress at the top face. |
|
 “ |
ZT |
Z stress at the top face. |
|
 “ |
XYT |
XY stress at the top face. |
|
 “ |
YZT |
YZ stress at the top face. |
|
 “ |
XZT |
XZ stress at the top face. |
|
 “ |
XB |
X stress at the bottom face. |
|
 “ |
YB |
Y stress at the bottom face. |
|
 “ |
ZB |
Z stress at the bottom face. |
|
 “ |
XYB |
XY stress at the bottom face. |
|
 “ |
YZB |
YZ stress at the bottom face. |
|
 “ |
XZB |
XZ stress at the bottom face. |
|
EPEL |
XT |
X strain at the top face. |
|
 “ |
YT |
Y strain at the top face. |
|
 “ |
ZT |
Z strain at the top face. |
|
 “ |
XYT |
XY strain at the top face. |
|
 “ |
YZT |
YZ strain at the top face. |
|
 “ |
XZT |
XZ strain at the top face. |
|
 “ |
XB |
X strain at the bottom face. |
|
 “ |
YB |
Y strain at the bottom face. |
|
 “ |
ZB |
Z strain at the bottom face. |
|
 “ |
XYB |
XY strain at the bottom face. |
|
 “ |
YZB |
YZ strain at the bottom face. |
|
 “ |
XZB |
XZ strain at the bottom face. |
|
MWA |
XT |
Moment along X direction at the top face. |
|
 “ |
YT |
Moment along Y direction at the top face. |
|
 “ |
XB |
Moment along X direction at the bottom face. |
|
 “ |
YB |
Moment along Y direction at the bottom face. |
Group = SOLID Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,SOLID, ...
|
Item |
Comp |
Description |
|
S |
X |
X stress. |
|
 “ |
Y |
Y stress. |
|
 “ |
Z |
Z stress. |
|
 “ |
XY |
XY stress. |
|
 “ |
YZ |
YZ stress. |
|
 “ |
XZ |
XZ stress. |
|
EPEL |
X |
X elastic strain. |
|
 “ |
Y |
Y elastic strain. |
|
 “ |
Z |
Z elastic strain. |
|
 “ |
XY |
XY elastic strain. |
|
 “ |
YZ |
YZ elastic strain. |
|
 “ |
XZ |
XZ elastic strain. |
Group = AXSHL Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,AXSHL, ...
|
Item |
Comp |
Description |
|
F |
X |
Axial force. |
|
 “ |
Y |
Shear force Y. |
|
 “ |
Z |
Shear force Z. |
|
M |
Z |
Bending moment along Z. |
|
S |
MT |
Meridional stress at the top face. |
|
 “ |
THKT |
Through-thickness stress at the top face. |
|
 “ |
HT |
Hoop stress at the top face. |
|
 “ |
MHT |
Meridional-hoop stress at the top face. |
|
 “ |
MM |
Meridional stress at the medium. |
|
 “ |
THKM |
Through-thickness stress at the medium. |
|
 “ |
HM |
Hoop stress at the medium. |
|
 “ |
MHM |
Meridional-hoop at the medium. |
|
 “ |
MB |
Meridional stress at the bottom face. |
|
 “ |
THKB |
Through-thickness stress at the bottom face. |
|
 “ |
HB |
Hoop stress at the bottom face. |
|
 “ |
MHB |
Meridional-hoop stress at the bottom face. |
|
EPEL |
MT |
Meridional strain at the top face. |
|
 “ |
THKT |
Through-thickness strain at the top face. |
|
 “ |
HT |
Hoop strain at the top face. |
|
 “ |
MHT |
Meridional-hoop strain at the top face. |
|
 “ |
MM |
Meridional strain at the medium. |
|
 “ |
THKM |
Through-thickness strain at the medium. |
|
 “ |
HM |
Hoop strain at the medium. |
|
 “ |
MHM |
Meridional-hoop strain at the medium. |
|
 “ |
MB |
Meridional strain at the bottom face. |
|
 “ |
THKB |
Through-thickness strain at the bottom face. |
|
 “ |
HB |
Hoop strain at the bottom face. |
|
 “ |
MHB |
Meridional-hoop strain at the bottom face. |
Group = DISPL Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,DISPL, ...
|
Item |
Comp |
Description |
|
U |
X |
Displacement along X. |
|
 “ |
Y |
Displacement along Y. |
|
 “ |
Z |
Displacement along Z. |
|
ROT |
X |
X rotation. |
|
 “ |
Y |
Y rotation. |
|
 “ |
Z |
Z rotation. |
Group = REACT Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,REACT, ...
|
Item |
Comp |
Description |
|
F |
X |
Force reaction in X direction. |
|
 “ |
Y |
Force reaction in Y direction. |
|
 “ |
Z |
Force reaction in Z direction. |
|
M |
X |
Bending Moment reaction with X axis. |
|
 “ |
Y |
Bending Moment reaction with Y axis. |
|
 “ |
Z |
Bending Moment reaction with Z axis. |
Group = CROSS Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,CROSS, ...
|
Item |
Comp |
Description |
|
F |
X |
Axial force. |
|
“ |
Y |
Shear force Y. |
|
“ |
Z |
Shear force Z. |
|
M |
X |
Torsional moment. |
|
“ |
Y |
Y bending moment. |
|
“ |
Z |
Z bending moment. |
|
SS |
PT1 |
User point 1 stress. |
|
“ |
PT2 |
User point 2 stress. |
|
“ |
PT3 |
User point 3 stress. |
|
“ |
PT4 |
User point 4 stress. |
|
“ |
PT5 |
User point 5 stress. |
|
“ |
PT6 |
User point 6 stress. |
|
“ |
PT7 |
User point 7 stress. |
|
“ |
PT8 |
User point 8 stress. |
|
“ |
PT9 |
User point 9 stress. |
|
“ |
PT10 |
User point 10 stress. |
|
“ |
PT11 |
User point 11 stress. |
|
“ |
PT12 |
User point 12 stress. |
|
“ |
PT13 |
User point 13 stress. |
|
“ |
PT14 |
User point 14 stress. |
|
EP |
PT1 |
User point 1 strain. |
|
“ |
PT2 |
User point 2 strain. |
|
“ |
PT3 |
User point 3 strain. |
|
“ |
PT4 |
User point 4 strain. |
|
“ |
PT5 |
User point 5 strain. |
|
“ |
PT6 |
User point 6 strain. |
|
“ |
PT7 |
User point 7 strain. |
|
“ |
PT8 |
User point 8 strain. |
|
“ |
PT9 |
User point 9 strain. |
|
“ |
PT10 |
User point 10 strain. |
|
“ |
PT11 |
User point 11 strain. |
|
“ |
PT12 |
User point 12 strain. |
|
“ |
PT13 |
User point 13 strain. |
|
“ |
PT14 |
User point 14 strain. |
Group = VERTXÂ Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ~TRGDEF, ITRG,VERTX, ...
|
Item |
Comp |
Description |
|
T |
X |
Axial X per unit of length. |
|
 “ |
Y |
Axial Y per unit of length. |
|
 “ |
XY |
Sliding shear per unit of length. |
|
M |
X |
Bending moment X per unit of length. |
|
 “ |
Y |
Bending moment Y per unit of length. |
|
 “ |
XY |
Torsional moment per unit of length. |
|
N |
X |
Shear X per unit of length. |
|
 “ |
Y |
Shear Y per unit of length. |
|
S |
XT |
X stress at the top face. |
|
 “ |
YT |
Y stress at the top face. |
|
 “ |
ZT |
Z stress at the top face. |
|
 “ |
XYT |
XY stress at the top face. |
|
 “ |
YZT |
YZ stress at the top face. |
|
 “ |
XZT |
XZ stress at the top face. |
|
 “ |
XB |
X stress at the bottom face. |
|
 “ |
YB |
Y stress at the bottom face. |
|
 “ |
ZB |
Z stress at the bottom face. |
|
 “ |
XYB |
XY stress at the bottom face. |
|
 “ |
YZB |
YZ stress at the bottom face. |
|
 “ |
XZB |
XZ stress at the bottom face. |
|
EPEL |
XT |
X strain at the top face. |
|
 “ |
YT |
Y strain at the top face. |
|
 “ |
ZT |
Z strain at the top face. |
|
 “ |
XYT |
XY strain at the top face. |
|
 “ |
YZT |
YZ strain at the top face. |
|
 “ |
XZT |
XZ strain at the top face. |
|
 “ |
XB |
X strain at the bottom face. |
|
 “ |
YB |
Y strain at the bottom face. |
|
 “ |
ZB |
Z strain at the bottom face. |
|
 “ |
XYB |
XY strain at the bottom face. |
|
 “ |
YZB |
YZ strain at the bottom face. |
|
 “ |
XZB |
XZ strain at the bottom face. |
Menu Paths
Main Menu > CIVIL Postprocessor > Combine Results > TARGETS: Def One Target
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