Maximum stresses over pipe circumference due to internal forces as a result of overall pipeline behaviour (Output Table)

Data description/Result options:

ELEM:

Number of element where stress calculations have been performed at mid cross-section

SXUB0-M:

Maximum longitudinal normal stress over wall thickness, stress component as result of axial force ( 0-Fourier harmonic) (1)

SXUB1-M:

Maximum longitudinal normal stress over wall thickness, stress component as result of bending moment( 1-Fourier harmonic) (1)

SXUBH-M:

Maximum longitudinal normal stress over wall thickness, stress component as result of bending moment(>1-Fourier harmonics) (1)

TZUB0-M:

Maximum longitudinal/circumferential shear stress over wall thickness, stress component from twisting moment ( 0-Fourier harmonic) (1)

TZUB1-M:

Maximum longitudinal/circumferential shear stress over wall thickness, stress component from shear force ( 1-Fourier harmonic) (1)

 

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

 

Note 1:

Absolute (signed) maximum over circumference.

H620521 (last modified: Jan 15, 2025)

See also:

Table description

Table error description