Researches on the Shear Deformation of Joints Domain of Beam-to-Column Connection of Light Steel Structure

Abstract:

The joint domain of beam-to-column connection is very complex parts under loading, which plays an important role in transferring internal forces in light steel structure, such as moment, shear, axial force and so on. Considering the influence of its shear deformation in the structure calculation can help us to reflect the actual mechanics performance and evaluate precisely practical bearing capacity of the structure. According to the actual characteristics of beam-to-column connection, the author established some models of its joint domain, and used the finite element method to analyze and calculate shear deformation of these models. Meanwhile, the author researched the influence of the changes of various parameters to its shear deformation, and provided beneficial suggestions for revising the current design method of light steel structure finally.

• Periodical: Applied Mechanics and Materials (Volumes 256-259)
• Pages: 1004-1007
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.256-259.1004
• Online since: December 2012
• Authors: Xi Bing Hu, Jian Hua Lu
• Keywords: Beam-to-Column Connection, Finite Element Method (FEM), Joint Domain, Light Steel Structure, Shear Deformation

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