Maximum check strains per element (material non-linear analysis) (Output Table)

Data description/Result options:

e12max-T-M:

Maximum total principal strain over wall thickness ¹

(Blank if no tensile strain)

e12min-T-M:

Minimum total principal strain over wall thickness ¹

(Blank if no compressive strain)

eXc-M:

Extreme axial compressive strain

eX-S-M:

Maximum total strain (excl. poisson and stressless) over wall thickness in axial direction ¹

eF-S-M:

Maximum total strain (excl. poisson and stressless) over wall thickness in circumferential direction ¹

eEq-E-M:

Maximum elastic equivalent strain over wall thickness ¹

eEq-P-M:

Maximum plastic equivalent strain over wall thickness ¹

eEq-S-M:

Maximum total equivalent strain (excl. poisson and stressless) over wall thickness ¹

eXS-M:

Maximum total strain (excl. poisson and stressless) over wall thickness in axial direction as a percentage of CHKEPS ¹

eFS-M:

Maximum total strain (excl. poisson and stressless) over wall thickness in circumferential direction as a percentage of CHKEPS ¹

eEqS-M:

Maximum total equivalent strain (excl. poisson and stressless) over wall thickness as a percentage of CHKEPS ¹

CHKEPS:

Check strain from result table PIPEPLS

(If PIPEPLS is 'Locked Empty', the default check strain (5 or 7 ) is assigned by the program.)

 

¹ maximum over circumference

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

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

 


 

H622681, last changed: 2009-07-20

See also:

Table description

Table error description