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 the output table 'Pipe material plasticity data [PIPEPLS]' of Design Function 3 is 'Locked Empty', the default check strain (5 or 7 ‰) is assigned by the program.)

 

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).

 

Note 1:

Maximum over circumference.

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H622681 (last modified: Apr 21, 2025)

See also:

Table description

Table error description