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Behavior of horizontal steel plate + studs connectors in a glulam-UHPC composite system: Experiment and analysis

Haolei Wang, Wenqian Li, Xiaoyang Liu, Xiaowei Wang,Aijun Chen,Hongxi Qin

Engineering Structures（2023）

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Abstract
•Horizontal steel plate + studs connector has good performance in Glulam-UHPC system.•Horizontal steel plate + studs connector can ensure composite action at a high level.•Proposed empirical load-slip curve for the connector is practical.•Proposed formula for the shear capacity of the connection has a rational precision.
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Key words
Timber–concrete composite,Glued laminated timber,Ultrahigh–performance concrete,Mechanical fastener,Discrete connection,Push-out test,Slip modulus,Shear capacity
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