Experimental and Theoretical Study on High Strength Steel Extended Endplate Connections After Fire

Qiang, Xuhong; Wu, Nianduo; Luo, Yuanfang; Jiang, Xu; Bijlaard, F.S.K.

doi:10.1007/s13296-018-0020-3

Cited by 20 publications

(2 citation statements)

References 23 publications

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Section: Numerical Studymentioning

confidence: 99%

“…The assumptions utilized in the numerical study were verified using the study conducted by Qiang et al [31]. Qiang et al [31] monotonically tested specimens having extended endplated connections. The beam utilized in the verification had the dimensions of 300, 180, 10 and 12 mm for depth, width, web thickness and flange thickness, respectively.…”

Section: Numerical Studymentioning

confidence: 99%

See 1 more Smart Citation

Investigation of the effects of bolt diameter and end-plate thickness on the capacity and failure modes of end-plated beam-to-column connections

Özkılıç¹

2021

Res. Eng. Struct. Mater.

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End-plated connections are frequently preferred in beam-to-column connections due to their advantages of high quality and fast assembly. The capacity of the end-plated connections depends on many parameters including the thickness of end-plate and bolt diameter. A comprehensive numerical parametric study was conducted in order to investigate the effects of these parameters on the capacity of the end-plated connections using the finite element tool, ABAQUS. The results of the numerical study were compared with the prediction of Eurocode provision in terms of the capacity and failure mode. The results showed that Eurocode accurately captures the failure modes and predicts the capacity of the connection except for thin plates with high accuracy. However, Eurocode provision significantly underestimated the capacity of the thin-plated extended end-plated connections.

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Section: Numerical Studymentioning

confidence: 99%

Section: Numerical Studymentioning

confidence: 99%