Please use this identifier to cite or link to this item: 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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