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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Detalles Bibliográficos
Autores principales: Almahakeri, Mohamed, Moore, Ian D., Fam, Amir
Formato: Online Artículo Texto
Lenguaje:English
Publicado: The Royal Society 2019
Materias:
Engineering
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6689586/
https://www.ncbi.nlm.nih.gov/pubmed/31417690
http://dx.doi.org/10.1098/rsos.181550

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6689586/
https://www.ncbi.nlm.nih.gov/pubmed/31417690
http://dx.doi.org/10.1098/rsos.181550

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