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Abstract:
This paper focuses on the mechanical properties of bolt-fastened wedge (BFW) joints utilized in prestressed internal support under eccentric loading. The validated finite element model was established based on the full-scale test results of BFW joints subjected to eccentric loads. A series of numerical simulations were conducted to systematically investigate the bearing capacity and bending performance of the BFW joint under eccentric loads. The influence of eccentricity, web thickness, eaves thickness, base splint thickness, bolt strength, and bolt diameter on the load-bearing and bending performance of BFW joints was investigated through further parametric evaluations. A four-parameter exponential moment-rotation model was developed based on the numerical results, demonstrating its accurate representation of failure modes, load-displacement curves, and moment-rotation curves observed in full-scale tests. The load-bearing and bending performance of the BFW joint exhibited a predominantly positive correlation with parameters such as web thickness, eave thickness, bolt strength, and bolt diameter; however, the effects of these parameters were inconsistent. The influence of bolt strength and diameter was found to be the most significant, while the effect of splint thickness was minimal, indicating a considerable level of redundancy. As eccentricity increased, there was a decline in both load-bearing and bending performance of the BFW joint. Finally, a comparison between the results obtained from fitted formulas and numerical as well as experimental data revealed that the moment-rotation model accurately described the bending performance of the BFW joint under eccentric loads. © 2024 Elsevier Ltd
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Journal of Constructional Steel Research
ISSN: 0143-974X
Year: 2024
Volume: 222
4 . 1 0 0
JCR@2022
Cited Count:
SCOPUS Cited Count: 2
ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 2
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