Axisymmetric Solid Element Results Column Descriptions

Vector Id Label Description
6175 AXSYM DAMAGE Axisymmetric solid element fatigue damage. Controlled by FATIGUE, STRESS, and STRAIN Case Control commands.
6176 AXSYM LIFE Axisymmetric solid element fatigue life. Controlled by FATIGUE, STRESS, and STRAIN Case Control commands.
6200 AXSYM NORMAL-RADIAL STRESS Axisymmetric solid element normal stress in radial direction. Controlled by STRESS Case Control command.
6201 AXSYM NORMAL-TANGENTIAL STRESS Axisymmetric solid element normal stress in tangential direction. Controlled by STRESS Case Control command.
6202 AXSYM NORMAL-AXIAL STRESS Axisymmetric solid element normal stress in axial direction. Controlled by STRESS Case Control command.
6203 AXSYM SHEAR-RADIAL/AXIAL STRESS Axisymmetric solid element shear stress in axial/radial direction. Controlled by STRESS Case Control command.
6204 AXSYM VON MISES STRESS Axisymmetric solid element von Mises stress. Controlled by STRESS Case Control command.
6205 AXSYM MAX SHEAR/TRESCA STRESS Axisymmetric solid element von Mises stress. Controlled by STRESS Case Control command.
6206 AXSYM MAX PRINCIPAL STRESS Axisymmetric solid element maximum principal stress. Controlled by STRESS Case Control command.
6207 AXSYM MIN PRINCIPAL STRESS Axisymmetric solid element minimum principal stress. Controlled by STRESS Case Control command.
6208 AXSYM MEAN PRESSURE STRESS Axisymmetric solid element mean pressure stress. Controlled by STRESS Case Control command.
6209 AXSYM OCTAHEDRAL STRESS Axisymmetric solid element octahedral stress. Controlled by STRESS Case Control command.
6210 AXSYM STATUS In solutions where a factor of safety calculation method has been defined on a MAT1 entry, STATUS is the factor of safety.
6211 AXSYM EQUIVALENT STRESS Axisymmetric solid element von Mises stress. 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.
6212 AXSYM EFFECTIVE STRAIN-ELASTIC Axisymmetric solid element von Mises 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.
6214 AXSYM NORMAL-RADIAL STRAIN Axisymmetric solid element normal strain in radial direction. Controlled by STRAIN Case Control command.
6215 AXSYM NORMAL-TANGENTIAL STRAIN Axisymmetric solid element normal strain in tangential direction. Controlled by STRAIN Case Control command.
6216 AXSYM NORMAL-AXIAL STRAIN Axisymmetric solid element normal strain in axial direction. Controlled by STRAIN Case Control command.
6217 AXSYM SHEAR-RADIAL/AXIAL STRAIN Axisymmetric solid element shear strain in axial/radial direction. Controlled by STRAIN Case Control command.
6218 AXSYM VON MISES STRAIN Axisymmetric solid element von Mises strain. Controlled by STRAIN Case Control command.
6219 AXSYM MAX SHEAR/TRESCA STRAIN Axisymmetric solid element von Mises strain. Controlled by STRAIN Case Control command.
6220 AXSYM MAX PRINCIPAL STRAIN Axisymmetric solid element maximum principal strain. Controlled by STRAIN Case Control command.
6221 AXSYM MIN PRINCIPAL STRAIN Axisymmetric solid element minimum principal strain. Controlled by STRAIN Case Control command.
6222 AXSYM MEAN PRESSURE STRAIN Axisymmetric solid element mean pressure strain. Controlled by STRAIN Case Control command.
6223 AXSYM OCTAHEDRAL STRAIN Axisymmetric solid element octahedral strain. Controlled by STRAIN Case Control command.