Experimental study of the shear performance of H-shaped aluminum-timber composite connections

Yongfeng Zhou,Yong Zhao,Chun-Lin Wang,Yiyi Zhou,Jihai Zheng

Construction and Building Materials（2022）

引用 7|浏览3

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摘要

•Shear capacities of AL- and steel-timber joints by 1-row screws are the same.•Capacity of AL-timber joints by 3-row screws is not reduced when two plastic hinges.•The discrimination coefficient is introduced to predict failure modes of the screws.

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关键词

Aluminum-timber composite connection,Self-tapping screw,Bolt,Failure mode,Shear capacity

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