Analysis of Shear Performance of Multi-Bolt Shear Connectors

被引：1
作者：
Xie, Rongtian [1 ]
Yang, Tao [1 ,2 ,3 ]
Li, Baojun [4 ]
Liu, Shiyuan [1 ]
Zhang, Yongbing [1 ]
机构：
[1] Guangxi Univ, Coll Civil Engn & Architecture, Nanning 530004, Peoples R China
[2] Minist Educ, Key Lab Disaster Prevent & Struct Safety, Nanning 530004, Peoples R China
[3] Guangxi Key Lab Disaster Prevent & Engn Safety, Nanning 530004, Peoples R China
[4] Guangxi Transportat Res Inst, Nanning 530007, Peoples R China
来源：
MATERIALS | 2023年 / 16卷 / 03期
基金：
中国国家自然科学基金;
关键词：
multi-bolt shear connector; shear resistance; numerical analysis; load-slip relationship; COMPOSITE; BEHAVIOR;
D O I：
10.3390/ma16031032
中图分类号：
O64 [物理化学（理论化学）、化学物理学];
学科分类号：
070304 ; 081704 ;
摘要：
Bolt shear connectors used in prefabricated steel-concrete composite beams can be arranged into a group to enhance the construction efficiency, which will cause the multi-bolt effect and further affect the shear performance of bolt connectors. This paper developed three-dimensional finite element models of push-out specimens to investigate the shear performance of multi-bolt connectors. Numerical results showed that the friction coefficient at the interfaces between the steel girders and precast concrete (PC) slabs and bolt preload dramatically improved the initial stiffness of bolts; when the longitudinal spacing of bolts was reduced from 100 mm to 60 mm, the decrease in the average peak load per bolt was 3.5%, 9.2%, and 11.4% for bolts of 16 mm, 20 mm, and 24 mm diameters. A modified calculation method for the shear resistance of multi-bolt shear connectors was proposed based on the numerical analysis, and a simplified model of shear load versus relative slip was further developed.
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页数：17
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