Behavior of skewed extended shear tab connections part I: Connection to supporting web

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• 作者：Mutaz Al Hijaj ; ^{malhij2@uic.edu} ; Mustafa Mahamid ^{mmahamid@uic.edu}
• 关键词：Extended shear tab ; Skewed connections ; Flexible supports ; Twist ; Torsional moment ; ABAQUS
• 刊名：Journal of Constructional Steel Research
• 出版年：2017
• 出版时间：January 2017
• 年：2017
• 卷：128
• 期：Complete
• 页码：305-320
• 全文大小：2510 K
• 卷排序：128

文摘

FEA Models were able to capture the failure modes of extended shear tab connections. Failure modes were captured from the FEA model that were not captured during experiments. Torsional moment of skewed shear tabs is due to web and plate overlap and connection orientation. Plate twist increases as the connection orientation increases.