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Experimental study on the tensile performance of high-strength blind-bolted T-stub with endplate tapping

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成果类型:
期刊论文
作者:
He, Ran;Shu, Xingping;Zhang, Zaihua
通讯作者:
He, Ran(HERAN01033101@163.com)
作者机构:
[He, Ran; Shu, Xingping] Steel Structure Institute of Civil Engineering College, Hunan University, Changsha
410082, China
[Zhang, Zaihua] College of Civil Engineering, Hunan City University, Yiyang
413000, China
[He, Ran] 410082, China <&wdkj&> College of Civil Engineering, Hunan City University, Yiyang
通讯机构:
Steel Structure Institute of Civil Engineering College, Hunan University, Changsha, China
语种:
英文
关键词:
Bearing capacity;Bearings (machine parts);Finite element method;Blind bolt;Endplates;Engineering applications;Mechanical performance;Nonlinear finite element simulation;Parametric -analysis;Prying action;T-stub;Bolts
期刊:
Journal of Engineering Science and Technology Review
ISSN:
1791-9320
年:
2018
卷:
11
期:
5
页码:
109-118
基金类别:
This work was supported by the National Natural Science Foundation of China (51778219), the Natural Science Foundation of Hunan Province (2018JJ2020), and the Scientific Research Project of Education Department of Hunan Province (14C0213).
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
High-strength blind-bolted T-stub with endplate tapping is a new joint that is applicable to the prefabricated joint of steel columns with closed sections and steel beams. The failure mode and force performance of this joint are affected by many factors. In order to disclose the relations of this joint with various parameters, a calculation formula for the bearing capacity of high-strength blind-bolted T-stub with endplate tapping was proposed. The influences of bolt diameter and plate thickness on mechanical performance, failure mode, and bear...

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