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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

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