| 3223
|
PIPE EFFECTIVE STRAIN-CREEP
|
Pipe element effective creep strain. Controlled by
NLSTRESS Case Control command.
|
| 3222
|
PIPE EFFECTIVE STRAIN-ELASTIC
|
Pipe element effective axial strain. Note that for prestress solutions, regardless of PARAM,
ADDPRESTRESS setting, effective strain will not include prestress contribution. Controlled by
STRESS or
STRAIN Case Control commands.
|
| 3222
|
PIPE EFFECTIVE STRAIN-PLASTIC/NONLINEAR ELASTIC
|
Pipe element effective strain (nonlinear elastic material) or plastic strain (elastic-plastic material). Controlled by NLSTRESS Case Control command.
|
| 3221
|
PIPE EQUIVALENT STRESS
|
Pipe element nonlinear equivalent axial stress (material nonlinear solutions) or axial stress (linear solutions). Note that for prestress solutions, regardless of PARAM, ADDPRESTRESS setting, equivalent stress will not include prestress contribution. Controlled by STRESS or STRAIN Case Control commands (linear solutions) and NLSTRESS Case Control command (nonlinear solutions).
|
| 3314
|
PIPE FORCE END A-X
|
Pipe element axial force at end A in element x-direction. Controlled by
FORCE Case Control command.
|
| 3310
|
PIPE FORCE END A-Y PLANE 1
|
Pipe element transverse shear force at end A in element y-direction. Controlled by FORCE Case Control command.
|
| 3311
|
PIPE FORCE END A-Z PLANE 2
|
Pipe element transverse shear force at end A in element z-direction. Controlled by FORCE Case Control command.
|
| 3315
|
PIPE FORCE END B-X
|
Pipe element axial force at end B in element x-direction. Controlled by FORCE Case Control command.
|
| 3312
|
PIPE FORCE END B-Y PLANE 1
|
Pipe element transverse shear force at end B in element y-direction. Controlled by FORCE Case Control command.
|
| 3313
|
PIPE FORCE END B-Z PLANE 2
|
Pipe element transverse shear force at end B in element z-direction. Controlled by FORCE Case Control command.
|
| 3224
|
PIPE LOCATION A
|
Pipe element end A location.
|
| 3225
|
PIPE LOCATION B
|
Pipe element end B location.
|
| 3316
|
PIPE MOMENT END A-X
|
Pipe element torque at end A about element x-direction. Controlled by FORCE Case Control command.
|
| 3307
|
PIPE MOMENT END A-Y PLANE 2
|
Pipe element bending moment at end A about element y-direction. Controlled by FORCE Case Control command.
|
| 3306
|
PIPE MOMENT END A-Z PLANE 1
|
Pipe element bending moment at end A about element z-direction. Controlled by FORCE Case Control command.
|
| 3317
|
PIPE MOMENT END B-X
|
Pipe element torque at end B about element x-direction. Controlled by FORCE Case Control command.
|
| 3309
|
PIPE MOMENT END B-Y PLANE 2
|
Pipe element bending moment at end B about element y-direction. Controlled by FORCE Case Control command.
|
| 3308
|
PIPE MOMENT END B-Z PLANE 1
|
Pipe element bending moment at end B about element z-direction. Controlled by FORCE Case Control command.
|
| 3206
|
PIPE STRESS END A-HOOP
|
Pipe element hoop stress at end A. Controlled by
STRESS Case Control command.
|
| 3205
|
PIPE STRESS END A-LONGITUDINAL
|
Pipe element longitudinal stress at end A. Controlled by STRESS Case Control command.
|
| 3209
|
PIPE STRESS END A-MAX PRINCIPAL
|
Pipe element maximum principal stress at end A. Controlled by STRESS Case Control command.
|
| 3210
|
PIPE STRESS END A-MAX SHEAR
|
Pipe element maximum shear stress at end A. Controlled by STRESS Case Control command.
|
| 3211
|
PIPE STRESS END A-OCTAHEDRAL
|
Pipe element maximum principal stress at end A. Controlled by STRESS Case Control command.
|
| 3208
|
PIPE STRESS END A-SHEAR
|
Pipe element shear stress at end A. Controlled by STRESS Case Control command.
|
| 3207
|
PIPE STRESS END A-TORSIONAL
|
Pipe element torsional stress at end A. Controlled by STRESS Case Control command.
|
| 3213
|
PIPE STRESS END B-HOOP
|
Pipe element hoop stress at end B. Controlled by STRESS Case Control command.
|
| 3212
|
PIPE STRESS END B-LONGITUDINAL
|
Pipe element longitudinal stress at end B. Controlled by STRESS Case Control command.
|
| 3216
|
PIPE STRESS END B-MAX PRINCIPAL
|
Pipe element maximum principal stress at end B. Controlled by STRESS Case Control command.
|
| 3217
|
PIPE STRESS END B-MAX SHEAR
|
Pipe element maximum shear stress at end B. Controlled by STRESS Case Control command.
|
| 3218
|
PIPE STRESS END B-OCTAHEDRAL
|
Pipe element octahedral stress at end B. Controlled by STRESS Case Control command.
|
| 3215
|
PIPE STRESS END B-SHEAR
|
Pipe element shear stress at end B. Controlled by STRESS Case Control command.
|
| 3214
|
PIPE STRESS END B-TORSIONAL
|
Pipe element torsional stress at end B. Controlled by STRESS Case Control command.
|
| 3219
|
PIPE STRESS-MAX PRINCIPAL
|
Pipe element maximum principal stress at end A and B. Controlled by STRESS Case Control command.
|
| 3220
|
PIPE STRESS-OCTAHEDRAL
|
Pipe element octahedral stress at end A and B. Controlled by STRESS Case Control command.
|
| 3481
|
PIPE STATUS
|
Solution and option dependent. In modal summation solutions (DDAM) STATUS, is the mode number with the maximum response in the NRL summation.
|