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

 

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).

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

Info The number of rows is 144 (each 2.5 degrees)

 

 

H622461, last changed: 2009-11-02

See also:

Table description

Table error description