Initial Stiffness Analysis of Steel Portal Frame End-Plate Connections Based on Finite Element Method

Hong Wei Liu; Jun Li

doi:10.4028/www.scientific.net/AMR.446-449.867

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Initial Stiffness Analysis of Steel Portal Frame...

Initial Stiffness Analysis of Steel Portal Frame End-Plate Connections Based on Finite Element Method

Abstract:

Steel portal frame is easy to build,but the connection styles of end-plate have greater influence on the structure. In this paper, The formula about initial stiffness of end-plate connections has been given.The essay uses ANSYS to analyze the initial stiffness of end-plate connections. Several factors have also been analyzed about the stiffness.The conclusion is that the form of end-plate, thickness, bolt diameter all affect the structural deflections.But these reasons couldn’t change the integral moment of the structure.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

867-870

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.867

Citation:

Cite this paper

Online since:

January 2012

Authors:

Hong Wei Liu, Jun Li

Keywords:

End Plate Connection, Finite Element Method (FEM), Steel Portal Frame, Stiffness

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