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Data description/Result options

Contents

Detailed check strains 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.)

e12max-T:

Detailed total maximum principal strain over wall thickness

(Blank if no tensile strain)

e12min-T:

Detailed total minimum principal strain over wall thickness

(Blank if no compressive strain)

eXc:

Maximum compressive strain over pipe wall

eX-S:

Detailed total strain (excl. Poisson and stressless) over wall thickness in axial direction

eF-S:

Detailed total strain (excl. Poisson and stressless) over wall thickness in circumferential direction

eEq-E:

Detailed elastic equivalent strain over wall thickness

eEq-P:

Detailed plastic equivalent strain over wall thickness

eEq-S:

Detailed total equivalent strain (excl. Poisson and stressless) over wall thickness

eXS:

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

eFS:

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

eEqS:

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

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°).

Note 1:

For value of CHKEPS see input table SIGEPS and output table PIPEPLS, if existing. If this table is 'Locked Empty', see output table CEPSM (contains default values).

H622461 (last modified: Sep 23, 2025)