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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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| Publicado no: | R Soc Open Sci |
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| Main Authors: | , , |
| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
The Royal Society
2019
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| Assuntos: | |
| Acesso em linha: | https://ncbi.nlm.nih.gov/pmc/articles/PMC6689586/ https://ncbi.nlm.nih.gov/pubmed/31417690 https://ncbi.nlm.nih.govhttp://dx.doi.org/10.1098/rsos.181550 |
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