Maximum strains at mid plane 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

eM1-E-M:

Maximum elastic principal strain near axial direction at mid plane of wall ¹

eM1-P-M:

Maximum plastic principal strain near axial direction at mid plane of wall ¹

eM1-T-M:

Maximum total principal strain near axial direction at mid plane of wall ¹

eM2-E-M:

Maximum elastic principal strain near circumferential direction at mid plane of wall ¹

eM2-P-M:

Maximum plastic principal strain near circumferential direction at mid plane of wall ¹

eM2-T-M:

Maximum total principal strain near circumferential direction at mid plane of wall ¹

eMX-S-M:

Maximum total strain (excl. poisson and stressless) at mid plane of wall in axial direction ¹

eMF-S-M:

Maximum total strain (excl. poisson and stressless) at mid plane of wall in circumferential direction ¹

eMX-T-M:

Maximum total strain at mid plane of wall in axial direction ¹

eMF-T-M:

Maximum total strain at mid plane of wall in circumferential direction ¹

eMEq-E-M:

Maximum elastic equivalent strain at mid plane of wall ²

eMEq-P-M:

Maximum plastic equivalent strain at mid plane of wall ²

eMEq-S-M:

Maximum total equivalent strain (excl. poisson and stressless) at mid plane of wall 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).

H622661, last changed: 2007-07-30

See also: