Flexural Behavior on Damaged Steel Beams Strengthened with CFRP Sheets Subjected to Overloading

This paper presents results of testing and numerical analyses of damaged steel beams strengthened with carbon-fiber reinforced polymer (CFRP) sheet and subjected to overloading. The test results showed that as cyclic times increase, the yield load and stiffness increase, but the ultimate bearing cap...

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Detalles Bibliográficos
Autores principales: Hou, Wenyu, Huang, Fulong, Zhang, Kexin
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9002498/
https://www.ncbi.nlm.nih.gov/pubmed/35406292
http://dx.doi.org/10.3390/polym14071419

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9002498/
https://www.ncbi.nlm.nih.gov/pubmed/35406292
http://dx.doi.org/10.3390/polym14071419

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