Experimental investigation of flexure capacity of concrete beam HRBF500 bar - 文章详情页

作者：

Zhao, Jin-Jie (Zhao, Jin-Jie.) | Zhang, Qin-Xi (Zhang, Qin-Xi.) | Yang, Yong-Xin (Yang, Yong-Xin.) | Yang, Meng (Yang, Meng.) | Lian, Jie (Lian, Jie.)

收录：

EI Scopus PKU CSCD

摘要：

This　experiment　designs　seven　fine　Grain　concrete　beams　HRBF500　bar.　By　changing　the　thickness　of　protective-covering,　longitudinal　reinforcement　ratio,　the　intension　of　concrete　etc,　the　experiment　analyzes　the　flexure　capacity　of　the　concrete　beams.　The　result　shows　that　the　measure　value　of　flexure　capacity　of　HRBF　500?bar　is　close　to　the　experiment　value,　and　it　suggestes　that　the　primary　calculate　mode　be　continued　to　be　adopted.

关键词：

Concrete beams and girders Experiments Steel beams and girders

作者机构：

[ 1 ] [Zhao, Jin-Jie]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Zhao, Jin-Jie]Central Research Institute of Building and Construction, Beijing 100088, China
[ 3 ] [Zhang, Qin-Xi]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Yang, Yong-Xin]Central Research Institute of Building and Construction, Beijing 100088, China
[ 5 ] [Yang, Meng]Central Research Institute of Building and Construction, Beijing 100088, China
[ 6 ] [Lian, Jie]Central Research Institute of Building and Construction, Beijing 100088, China

通讯作者信息：

电子邮件地址：

查看成果更多字段

成果类型
所属机构

所有年份指定年份从至