Numerical Investigation of Prefabricated Utility Tunnels Composed of Composite Slabs with Spiral Stirrup-Constrained Connection Based on Damage Mechanics

This paper investigates prefabricated utility tunnels composed of composite slabs with a spiral stirrup-constrained connection, considering material nonlinearity with concrete damage. An experiment was set up based on the prototype of a practical utility tunnel project, and the results were compared...

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Detalles Bibliográficos
Autores principales: Wang, Qinghua, Gong, Guobin, Hao, Jianli, Bao, Yuanfeng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9500935/
https://www.ncbi.nlm.nih.gov/pubmed/36143636
http://dx.doi.org/10.3390/ma15186320

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9500935/
https://www.ncbi.nlm.nih.gov/pubmed/36143636
http://dx.doi.org/10.3390/ma15186320

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