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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...
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Main Authors: | , , |
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Formato: | Artigo |
Idioma: | Inglês |
Publicado em: |
The Royal Society
2019-07-01
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Colecção: | Royal Society Open Science |
Assuntos: | |
Acesso em linha: | https://royalsocietypublishing.org/doi/pdf/10.1098/rsos.181550 |
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