BEHAVIOUR OF A GUSSET PLATE CONNECTION UNDER COMPRESSION

Authors

  • Clément Bardot Blaise Pascal University, Clermont-Ferrand II, France
  • Kamila Cábová Czech Technical University in Prague, Faculty of Civil Engineering, Prague, Czech Republic
  • Marta Kurejková Czech Technical University in Prague, Faculty of Civil Engineering, Prague, Czech Republic
  • František Wald Czech Technical University in Prague, Faculty of Civil Engineering, Prague, Czech Republic

DOI:

https://doi.org/10.14311/CEJ.2017.01.0008

Keywords:

Gusset plate; Connection; Bracing; Buckling resistance; FEM

Abstract

The paper presents behaviour of gusset plate connections in compression. The finite element method is employed to examine the buckling resistance of the gusset plate connections. The FE model is validated to results of physical tests and verified by an analytical solution based on existing formulas. Finally, a parametric study is performed. The studied parameters include gusset plate thickness and size, types of connection between the gusset plate and frame members and stiffeners.

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References

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Dlubal Software, RFEM 5.06, Student Version

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Published

2017-04-30

How to Cite

Bardot, C., Cábová, K., Kurejková, M., & Wald, F. (2017). BEHAVIOUR OF A GUSSET PLATE CONNECTION UNDER COMPRESSION. Stavební Obzor - Civil Engineering Journal, 26(1). https://doi.org/10.14311/CEJ.2017.01.0008

Issue

Vol. 26 No. 1 (2017)

Section

Articles

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