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A Review on T-stub to Square Hollow Section Bolted Connections
https://orcid.org/http://orcid.org/0000-0003-2564-6994
https://orcid.org/https://orcid.org/0000-0001-5832-6554
Connections are an integral part of a structure, as it transfers the load from one member to another. This paper provides a review of T-stub to square hollow section bolted connections. The failure criteria of bolted beam-column connections vary on the strength and mechanical properties of the individual components. Steel hollow sections are superior to equivalent solid sections in bending stiffness and torsional rigidity. The combination of square hollow and T stub sections under tension are subjected to prying action. When prying force exceeds the applied load, failure of the connection occurs. The typical failure modes observed in this connection are bolt fracture and flange yielding. A critical review of the effect of the types of bolts, bolt pre-tensioning, component thickness, and changes in failure mode are presented. The review provides a summarised collection of past and current research on this type of connection.
A Review on T-stub to Square Hollow Section Bolted Connections
https://orcid.org/http://orcid.org/0000-0003-2564-6994
https://orcid.org/https://orcid.org/0000-0001-5832-6554
Connections are an integral part of a structure, as it transfers the load from one member to another. This paper provides a review of T-stub to square hollow section bolted connections. The failure criteria of bolted beam-column connections vary on the strength and mechanical properties of the individual components. Steel hollow sections are superior to equivalent solid sections in bending stiffness and torsional rigidity. The combination of square hollow and T stub sections under tension are subjected to prying action. When prying force exceeds the applied load, failure of the connection occurs. The typical failure modes observed in this connection are bolt fracture and flange yielding. A critical review of the effect of the types of bolts, bolt pre-tensioning, component thickness, and changes in failure mode are presented. The review provides a summarised collection of past and current research on this type of connection.
A Review on T-stub to Square Hollow Section Bolted Connections
https://orcid.org/http://orcid.org/0000-0003-2564-6994
https://orcid.org/https://orcid.org/0000-0001-5832-6554
Connections are an integral part of a structure, as it transfers the load from one member to another. This paper provides a review of T-stub to square hollow section bolted connections. The failure criteria of bolted beam-column connections vary on the strength and mechanical properties of the individual components. Steel hollow sections are superior to equivalent solid sections in bending stiffness and torsional rigidity. The combination of square hollow and T stub sections under tension are subjected to prying action. When prying force exceeds the applied load, failure of the connection occurs. The typical failure modes observed in this connection are bolt fracture and flange yielding. A critical review of the effect of the types of bolts, bolt pre-tensioning, component thickness, and changes in failure mode are presented. The review provides a summarised collection of past and current research on this type of connection.
A Review on T-stub to Square Hollow Section Bolted Connections
Lecture Notes in Civil Engineering
Marano, Giuseppe Carlo (editor) / Rahul, A. V. (editor) / Antony, Jiji (editor) / Unni Kartha, G. (editor) / Kavitha, P. E. (editor) / Preethi, M. (editor) / Yadupriya, M. C. (author) / Bavukkatt, Rajeevan (author)
International Conference on Structural Engineering and Construction Management ; 2022 ; Angamaly, India
2022-10-30
9 pages
Article/Chapter (Book)
Electronic Resource
English
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