Experimental Study on the Mechanical Properties of Perfobond Rib Shear Connectors with Steel Fiber High Strength Concrete.

Wu, Fangwen; Liu, Shuo; Xue, Chengfeng; Yang, Kangkang; Feng, Yanpeng; Zhang, Hao

Wu, Fangwen; Liu, Shuo; Xue, Chengfeng; Yang, Kangkang; Feng, Yanpeng; Zhang, Hao.

Afiliação

Wu F; School of Highway, Chang'an University, Xi'an 710064, China.
Liu S; School of Highway, Chang'an University, Xi'an 710064, China.
Xue C; School of Civil Engineering, Xijing University, Xi'an 710123, China.
Yang K; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.
Feng Y; School of Highway, Chang'an University, Xi'an 710064, China.
Zhang H; State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang 050043, China.

Materials (Basel) ; 14(12)2021 Jun 17.

Article em En | MEDLINE | ID: mdl-34204313

Palavras-chave

load-slip curve; perfobond rib shear connector; push out test; shear capacity equation; steel fiber high strength concrete

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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Revista: Materials (Basel) Ano de publicação: 2021 Tipo de documento: Article País de afiliação: China

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