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

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

¹ absolute (signed) maximum over circumference

H620521, last changed: 2007-07-30

See also: