On a nonlinear hybrid method for multiscale analysis of a bearing‐capacity test of a real‐scale segmental tunnel ring

A nonlinear hybrid method is developed for multiscale analysis of a bearing‐capacity test of a real‐scale segmental tunnel ring subjected to point loads. The structural analysis consists of two parts. Part I refers to modeling of bending‐induced tensile cracking of the segments, resulting from the e...

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Detalles Bibliográficos
Autores principales: Zhang, Jiao‐Long, Mang, Herbert A., Liu, Xian, Yuan, Yong, Pichler, Bernhard
Formato: Online Artículo Texto
Lenguaje:English
Publicado: John Wiley and Sons Inc. 2019
Materias:
Research Articles
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6559285/
https://www.ncbi.nlm.nih.gov/pubmed/31217665
http://dx.doi.org/10.1002/nag.2894

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6559285/
https://www.ncbi.nlm.nih.gov/pubmed/31217665
http://dx.doi.org/10.1002/nag.2894

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