Influencing Factors and Shear Capacity Formula of Single-Keyed Dry Joints in Segmental Precast Bridges under Direct Shear Loading

This article investigates the nonlinear behavior of single-keyed dry joints in segmental precast bridges under direct shear loading on the basis of nonlinear finite element analysis on lots of specimens with concrete plastic damage considered. Through detailed discussion on existing research, influe...

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Principais autores:	Wenqi Hou, Meng Peng, Bo Jin, Yong Tao, Wei Guo, Lingyu Zhou
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2020-09-01
coleção:	Applied Sciences
Assuntos:	segmental precast bridge single-keyed dry joint shear capacity influencing factors nonlinear finite element analysis
Acesso em linha:	https://www.mdpi.com/2076-3417/10/18/6304
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