Axial bearing capacity of large-diameter grouted connections analyzed by means of a simplified double shear test

详细信息    查看全文

• 作者：Zhenyu Wang ^{wzyu@zju.edu.cn} ; Yi Zhang ^{zjuzhangyi@126.com} ; Feng Chen ^{zjuzhangyi@126.com} ; Guoqing Wang ^{wgq6111@126.com} ; Lizhong Wang ^{wanglz@zju.edu.cn} ; Jianqun Jiang ; ^{jianqun@zju.edu.cn}
• 关键词：Large-diameter grouted connection ; Shear capacity ; Brittle Cracking Model ; Shear stress
• 刊名：Construction and Building Materials
• 出版年：2017
• 出版时间：1 March 2017
• 年：2017
• 卷：134
• 期：Complete
• 页码：245-253
• 全文大小：1818 K
• 卷排序：134

文摘

The study of the relationship between grouted connections and plate specimens. Investigation of shear-slippage curves and cracking in high-strength grout. Numerical simulation used to verify test results using the Brittle Cracking Model. Application of double shear test as a simple method of studying grouted connections.