Experimental and Numerical Study of a Rebar-Prestressed Cylinder Concrete Pipe (RPCCP) under Internal Load

In order to study the load-bearing failure characteristics of a RPCCP under internal load, a field prototype test was designed, and a finite element model was established. An internal load was applied up to 2.0 MPa step by step and the force variation law of each part was obtained. During the produc...

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Detalles Bibliográficos
Autores principales: Sun, Yueyang, Huang, Yiqun, Yin, Yangyang, Wang, Yang, Hu, Shaowei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9654740/
https://www.ncbi.nlm.nih.gov/pubmed/36363363
http://dx.doi.org/10.3390/ma15217771

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9654740/
https://www.ncbi.nlm.nih.gov/pubmed/36363363
http://dx.doi.org/10.3390/ma15217771

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