Numerical techniques for design calculations of longitudinal bending in buried steel pipes subjected to lateral Earth movements
This paper presents simplified finite-element analysis procedures based on geometrical nonlinearity and ductile Mohr–Coulomb–Davis plasticity for analysis of bending behaviour of steel pipes subjected to lateral soil loading. A simple, and easy to implement, user-defined subroutine to represent soil...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
The Royal Society
2019-07-01
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Series: | Royal Society Open Science |
Subjects: | |
Online Access: | https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.181550 |