Numerical Simulation Study on Shear Behavior of Hat-shaped Shear Connector

被引：0
|
作者：
Feng Wen-xian [1 ]
Liang Xing-he [1 ]
Zhang Xi [1 ]
机构：
[1] Guangdong Univ Technol, Fac Civil & Transportat Engn, Guangzhou 510006, Guangdong, Peoples R China
来源：
PROCEEDINGS OF THE 2017 6TH INTERNATIONAL CONFERENCE ON ENERGY AND ENVIRONMENTAL PROTECTION (ICEEP 2017) | 2017年 / 143卷
基金：
中国国家自然科学基金;
关键词：
Hat-shaped shear connector; Push-out test; Shear bearing capacity; Calculation formula; Numerical Simulation; CONCRETE;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In order to verify the conclusion of push-out test and further analyze the influence of each parameter on the hat-shaped shear connector, a finite element analysis model of shear connector was established; To study the influence of the change of the diameter of the steel plate of the hat-shaped shear connector on the shear capacity of the hat-shaped shear connector, and to verify the test conclusion of the hat-shaped shear connector; (Concrete strength grade, diameters of perforated rebars and steel plate thickness) which is not taken into account in the experiment, and to verify the rationality of the calculation formula of hat-shaped shear connector.
引用
收藏
页码：1379 / 1384
页数：6
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