Detailed strains at inner face of wall in element (material non-linear analysis) (Output Table)
Data description/Result options:
ANGLE:
Location at circumference where calculations have been performed
(Measured in positive sense around x-axis from y-axis.)
eI1-E:
Detailed elastic principal strain near axial direction at inner wall face
eI1-P:
Detailed plastic principal strain near axial direction at inner wall face
eI1-T:
Detailed total principal strain near axial direction at inner wall face
eI2-E:
Detailed elastic principal strain near circumferential direction at inner wall face
eI2-P:
Detailed plastic principal strain near circumferential direction at inner wall face
eI2-T:
Detailed total principal strain near circumferential direction at inner wall face
PHII-E:
Detailed rotation angle of elastic principal strain eI1-E relative to axial direction
PHII-T:
Detailed rotation angle of total principal strain eI1-T relative to axial direction
eIX-S:
Detailed total strain (excl. poisson and stressless) at inner wall face in axial direction
eIF-S:
Detailed total strain (excl. poisson and stressless) at inner wall face in circumferential direction
eIX-T:
Detailed total strain at inner wall face in axial direction
eIF-T:
Detailed total strain at inner wall face in circumferential direction
eIEq-E:
Detailed elastic equivalent strain at inner wall face
eIEq-P:
Detailed plastic equivalent strain at inner wall face
eIEq-S:
Detailed total equivalent strain (excl. poisson and stressless) at inner wall face
Elastic strain components are determined by dividing the corresponding (elastic) stress component by Young's modulus.
The number of rows is 144 (each 2.5 degrees)
H622431, last changed: 2007-07-30
See also: