Behavior of Rectangular-Sectional Steel Tubular Columns Filled with High-Strength Steel Fiber Reinforced Concrete Under Axial Compression.

Liu, Shiming; Ding, Xinxin; Li, Xiaoke; Liu, Yongjian; Zhao, Shunbo

Liu, Shiming; Ding, Xinxin; Li, Xiaoke; Liu, Yongjian; Zhao, Shunbo.

Afiliação

Liu S; School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, China. liushm@ncwu.edu.cn.
Ding X; Key Laboratory for Bridge Detection and Reinforcement Technology of Ministry of Communications, Chang'an University, Xi'an 710064, China. liushm@ncwu.edu.cn.
Li X; International Joint Research Lab for Eco-building Materials and Engineering of Henan, North China University of Water Resources and Electric Power, Zhengzhou 450045, China. liushm@ncwu.edu.cn.
Liu Y; School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Zhao S; International Joint Research Lab for Eco-building Materials and Engineering of Henan, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.

Materials (Basel) ; 12(17)2019 Aug 24.

Article em En | MEDLINE | ID: mdl-31450630

Palavras-chave

axial compression; bearing capacity; ductility; energy dissipation capacity; perfobond rib; rectangular-sectional concrete-filled steel tube column; steel fiber reinforced concrete; steel plate rib

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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Revista: Materials (Basel) Ano de publicação: 2019 Tipo de documento: Article País de afiliação: China País de publicação: Suíça

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