A Finite Element Analysis on Behavior of a T-stub Type Gusset Plate in Different Bolted Connection Configurations
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-6368-3_27
Reference32 articles.
1. Pawar GB, Waghmode LY (2014) Analysis of bolted joints with different bolt patterns using non-linear finite element analysis. Int J Eng Res Technol (IJERT)
2. Soo Kim T, Kuwamura H (2007) Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear. Thin-Walled Struct 45(4)
3. Crosti C, Duthinh D (2010) Block shear failure of Steel Gusset plates. Bridge maintenance, safety, management and life-cycle optimization
4. Rogers CA, Hancock GK (2000) Failure modes of bolted-sheet-steel connections loaded in shear. J Struct Eng 126(3)
5. El-Hadary MR, El-Aghoury IM, Ibrahim AA-B (2022) Behavior of different bolted connection configurations in frames composed of cold-formed sections. Ain Shams Eng J 13(1)
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