Stiffness modeling of bolted thick built-up T-stub connections including secondary prying effect

Assessing Effectiveness of Shape Memory Alloys on the Response of Bolted T-Stub Connections Subjected to Cyclic Loading

“…Guidelines and standards have been established by Mistakidis et al [48], Gebbeken et al [49], Sherbourne and Bahaari [50], Bursi and Jaspart [32,[51][52][53][54], Hantouche et al [55][56][57][58][59], Lemonis and Gantes [60][61][62][63], and Swanson et al [33]. Elementary T-stubs' behavior was investigated by Soltani et al [64] using finite element analysis.…”

Investigations on prying forces in flexible connections of steel beams

“…Vrakas et al (2012) studied the moment-rotation response of characteristic joints subjected to static loads. Hantouche et al (2012) and Hantouche and Abboud (2014) mentioned the importance of finding a secondary prying force, which is related to the additional forces that are introduced into the tension bolts due to significant bending of the column flange. This study provides an insight as to whether continuity plates are necessary in columns when designing and detailing full-scale T-stub connections.…”

مطالعه ی عددی اتصالی نوین به صورت کاملاً پیچی به منظور اتصال گیردار تیر به ستون با استفاده از مقاطع سپری شکل و نبشی جان

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