Experimental Study on Shear Capacity of High Strength Reinforcement Concrete Deep Beams with Small Shear Span-Depth Ratio.

Zhang, Jun-Hong; Li, Shu-Shan; Xie, Wei; Guo, Yang-Dong

Zhang, Jun-Hong; Li, Shu-Shan; Xie, Wei; Guo, Yang-Dong.

Afiliación

Zhang JH; School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.
Li SS; School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.
Xie W; School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.
Guo YD; School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.

Materials (Basel) ; 13(5)2020 Mar 09.

Article en En | MEDLINE | ID: mdl-32182744

Palabras clave

cracking load; deep beam; high-strength reinforcement concrete; shear capacity; strut-and-tie model

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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Tipo de estudio: Prognostic_studies Idioma: En Revista: Materials (Basel) Año: 2020 Tipo del documento: Article País de afiliación: China Pais de publicación: Suiza

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