A multi-parameter method for static behaviour of headed stud with ductile fracture in push-off tests

被引:0
作者
Ding, Yixing [1 ]
Jia, Yanmin [1 ]
Li, Jiangyue [2 ]
Li, Huiming [3 ]
Zhang, Xiaobo [4 ]
机构
[1] Northeast Forestry Univ, Sch Civil Engn, Harbin, Peoples R China
[2] Qingdao Chengyang Dist Municipal Transportat Bur, Qingdao, Peoples R China
[3] Qingdao Municipal Transport Bur, Qingdao, Peoples R China
[4] Jiaozhou Highway Dev Ctr, Qingdao, Peoples R China
关键词
Headed stud shear connector; Load-slip relationship; Ductile fracture; Finite element method; Stress triaxiality; Lode angle parameter; SHEAR CONNECTORS; LIGHTWEIGHT; STRENGTH;
D O I
10.1108/IJSI-03-2023-0017
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
PurposeThe purpose of this study is to investigate the effects of stud height, stud diameter, ultimate stress of stud and concrete strength on the static behaviour of studs in push-off tests based on the ductile fracture theory.Design/methodology/approachPush-off tests of headed stud shear connectors with different heights and diameters used in concrete of various strengths were designed and implemented. A finite element model was established based on a ductile fracture criterion of ML15 cold-heading steel with stress triaxiality and Lode angle parameter. Based on the results of the parametric study of the numerical model, equations were proposed to evaluate the effect of stud height h(s), stud area A(s), concrete strength f(c) and stud ultimate strength f(su) used in concrete of various strengths on the static behaviour of studs.FindingsThe typical failure phenomenon observed among the test specimens was the fracture of the shank of studs. The microscopic images of the stud fracture surfaces and the verified finite element model indicate that the studs were fractured as a result of the combined action of tension and shear.Originality/valueA new method for calculating ultimate load P-u and ultimate slip S-u is proposed in this paper. In the method, P-u is linearly related to f(su)(0.2143), A(s)(0.7790), h(s)(0.0974), f(c)(0.2065). S-u is linearly related to f(su)(1.078), A(s)(0.4681), h(s)((-0.3135)), f(c)((-0.3480)).
引用
收藏
页码:544 / 563
页数:20
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