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: