Study on the Bending Performance of Prefabricated H-Shaped Steel Beams with Different Bolt Hole Types

被引:1
|
作者
Zhang, Xin [1 ]
Yu, Shenlu [1 ]
Feng, Shuaike [1 ]
Fan, Dawei [2 ]
Zhang, Fang [1 ]
Cao, Han [1 ]
机构
[1] Shandong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
[2] Qihang Shandong Investment & Construct Grp Co Ltd, Jinan 250013, Peoples R China
关键词
high-strength bolts; prefabricated; H-shaped steel; bolt hole types; three-point bending load; flexural strength; numerical simulation; LOW-CYCLE FATIGUE; PILES;
D O I
10.3390/buildings14092988
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigates the structural performance of a new prefabricated H-shaped steel beam assembled using high-strength bolts under three-point bending. The study evaluates four bolt hole types in five layout schemes through experimental tests. The results show that specimens with standard round holes in both the H-shaped steel and connecting plates exhibited 11% to 30% higher flexural bearing capacity compared to other hole types. Additionally, ANSYS simulations closely matched the experimental results, with a 6% difference. The research results provide important references for the design of prefabricated H-shaped steel beams with different bolt hole types, offering a practical foundation for enhancing the flexural performance of steel beam designs.
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页数:22
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