Data description/Result options

Contents

Maximum strains at inner face of wall per element (material non-linear analysis) (Output Table)

Data description/Result options:

ELEM:

Number of element where strain calculations have been performed at mid cross-section

eI1-E-M:

Maximum elastic principal strain near axial direction at inner wall face ¹

eI1-P-M:

Maximum plastic principal strain near axial direction at inner wall face ¹

eI1-T-M:

Maximum total principal strain near axial direction at inner wall face ¹

eI2-E-M:

Maximum elastic principal strain near circumferential direction at inner wall face ¹

eI2-P-M:

Maximum plastic principal strain near circumferential direction at inner wall face ¹

eI2-T-M:

Maximum total principal strain near circumferential direction at inner wall face ¹

eIX-S-M:

Maximum total strain (excl. poisson and stressless) at inner wall face in axial direction ¹

eIF-S-M:

Maximum total strain (excl. poisson and stressless) at inner wall face in circumferential direction ¹

eIX-T-M:

Maximum total strain at inner wall face in axial direction ¹

eIF-T-M:

Maximum total strain at inner wall face in circumferential direction ¹

eIEq-E-M:

Maximum elastic equivalent strain at inner wall face ²

eIEq-P-M:

Maximum plastic equivalent strain at inner wall face ²

eIEq-S-M:

Maximum total equivalent strain (excl. poisson and stressless) at inner wall face ²

¹ absolute (signed) maximum over circumference

² maximum over circumference

Elastic strain components are determined by dividing the corresponding (elastic) stress component by Young's modulus.

The number of rows is the number of specified cross sections (accumulated).

H622651, last changed: 2007-07-30