Pull-through capacity of bolted thin steel plate

doi:10.1007/s11709-020-0641-4

Frontiers of Structural and Civil Engineering

2020, Vol. 14

Issue (5): 1166-1179 https://doi.org/10.1007/s11709-020-0641-4

本期目录

Pull-through capacity of bolted thin steel plate

Zhongwei ZHAO¹(

), Miao LIU¹, Haiqing LIU¹, Bing LIANG¹, Yongjing LI¹, Yuzhuo ZHANG²

¹. School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China
². Department of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

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Abstract：

The loading capacity in the axial direction of a bolted thin steel plate was investigated. A refined numerical model of bolt was first constructed and then validated using existing experiment results. Parametrical analysis was performed to reveal the influences of geometric parameters, including the effective depth of the cap nut, the yield strength of the steel plate, the preload of the bolt, and shear force, on the ultimate loading capacity. Then, an analytical method was proposed to predict the ultimate load of the bolted thin steel plate. Results derived using the numerical and analytical methods were compared and the results indicated that the analytical method can accurately predict the pull-through capacity of bolted thin steel plates. The work reported in this paper can provide a simplified calculation method for the loading capacity in the axial direction of a bolt.

Key words： bolted thin steel plate refined numerical model loading capacity nonlinear spring element analytical method

收稿日期: 2019-05-30 出版日期: 2020-11-16

Corresponding Author(s): Zhongwei ZHAO

引用本文:

. [J]. Frontiers of Structural and Civil Engineering, 2020, 14(5): 1166-1179.
Zhongwei ZHAO, Miao LIU, Haiqing LIU, Bing LIANG, Yongjing LI, Yuzhuo ZHANG. Pull-through capacity of bolted thin steel plate. Front. Struct. Civ. Eng., 2020, 14(5): 1166-1179.

链接本文:

https://academic.hep.com.cn/fsce/CN/10.1007/s11709-020-0641-4
https://academic.hep.com.cn/fsce/CN/Y2020/V14/I5/1166

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