Shear strength prediction for steel fiber reinforced concrete beams without stirrups

This study proposes a theoretical approach based on modified compression field theory to predict the shear strength of steel fiber-reinforced concrete (SFRC) beams without stirrups. The tensile contribution of the steel fibers is considered in the tensile stress?strain constitutive equations, which...

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Detalhes bibliográficos
Autor principal: Fasheng Zhang (author)
Outros Autores: Yining Ding (author), Jing Xu (author), Zhang, Yulin (author), Weiqing Zhu (author), Yunxing Shi (author)
Formato: article
Idioma:eng
Publicado em: 2016
Assuntos:
Beam
Modified compression field theory
Shear strength
Steel fiber
Stress transfer
Science & Technology
Texto completo:http://hdl.handle.net/1822/46086
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/46086

Texto Completo

http://hdl.handle.net/1822/46086

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