Hysteresis shear-slip model of PBL shear connectors under cyclic loading

被引:1
作者
Deng, Kailai [1 ,2 ]
Wang, Yuechen [1 ]
Zhu, Shengchun [1 ]
Zhao, Canhui [1 ,3 ,6 ]
Li, Zhixiang [4 ]
Yuan, Xing [5 ]
机构
[1] Southwest Jiaotong Univ, Deot Bridge Engn, Hengdu, Peoples R China
[2] Southwest Jiaotong Univ, State Key Lab Bridge Intelligent & Green Construct, Chengdu, Peoples R China
[3] Southwest Jiaotong Univ, Key Lab Seism Engn Technol Sichuan, Chengdu, Peoples R China
[4] Yaan Highway Construct Serv Ctr, Yaan, Peoples R China
[5] China 19th Met Grp Corp Ltd, Chengdu, Peoples R China
[6] Southwest Jiaotong Univ, Dept Bridge Engn, 2 ring Rd,North 1st Segment, Chengdu 610031, Peoples R China
基金
中国国家自然科学基金;
关键词
PBL shear connector; cyclic loading; hysteresis model; skeleton curve; cyclic deterioration; strength degradation; stiffness degradation; CONCRETE; RESISTANCE; STRENGTH;
D O I
10.1177/13694332231205062
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes a hysteresis model for the perfobond rib shear connector (known as a PBL shear connector) to decrease its mechanical behavior under cyclic loading. A total of 12 PBL shear connector specimens were designed with variable dimensions. The hysteresis curves of all specimens were obtained under cyclic displacement. On the basis of the results, a four-line skeleton curve is developed to reproduce the skeleton curve. Equations for calculating the featured shear resistances and slippages are then proposed, and energy-based cyclic deteriorations are adopted. Four types of deteriorations are specified: fundamental strength; post-peak strength; unloading stiffness; and accelerated reloading slip. Double friction-slip axes are developed to reproduce the pinching effect. According to a comparison of the calculated and tested results, the proposed model can reproduce the hysteresis model of PBL shear connectors under cyclic loading.
引用
收藏
页码:2894 / 2908
页数:15
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