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https://hdl.handle.net/20.500.13087/2619
Title: | State-of-the-art review on the behaviour of T-stubs and prying action | Authors: | Kombate, Tchabremane Jean de la Croix Taşkın, Kıvanç |
Keywords: | Bolted connections T-stub Prying action Bolt bending Cyclic loading High-Strength Steel Numerical-Informational Approach Finite-Element Model Tensile Behavior Bolted Connections Ultimate Behavior Ductile Behavior Stiffness Performance Contact |
Issue Date: | 2022 | Publisher: | Elsevier Sci Ltd | Abstract: | An equivalent T-stub model is an essential tool for the prediction of the behaviour of steel bolted connections. It is usually employed to represent the tension-loaded components of bolted connections. Due to its importance, the T-stub model has been extensively investigated over the years, leading to design predictions for strength and stiffness. A common characteristic of the behaviour of the T-stub component is the prying effects which can develop due to the deformation of the flange of the T-stub. It can cause a substantial bolt force increase and bolt bending. The flexural engagement of bolts have been disregarded in most studies that investigated prying in bolted T-stubs. However, the combined action of tension and bending can be detrimental to the bolts. This paper provides a state-of-the-art review of the experimental, numerical, and analytical studies on the behaviour of bolted T-stubs in general, and on prying action in particular. | URI: | https://doi.org/10.1016/j.jcsr.2022.107203 https://hdl.handle.net/20.500.13087/2619 |
ISSN: | 0143-974X 1873-5983 |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu WoS İndeksli Yayınlar Koleksiyonu |
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