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 |