Flexural Analysis Model of Externally Prestressed Steel-Concrete Composite Beam with Nonlinear Interfacial Connection

Interfacial slip effects and the unbonded phenomenon of external tendons are the key mechanical features of the externally prestressed steel-concrete composite beams (EPCBs). In this paper, an 8-node fiber beam element is built for the nonlinear analysis of the composite beam with interfacial slip e...

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Principais autores:	Wutong Yan, Liangjiang Chen, Bing Han, Huibing Xie, Yue Sun
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2022-05-01
Colecção:	Applied Sciences
Assuntos:	external tendon composite beam interfacial slip nonlinear behavior flexural analysis
Acesso em linha:	https://www.mdpi.com/2076-3417/12/9/4699
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