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  • The subject of this paper is to verify the behavior of the truss-type CHS joint which is beyond the scope of use of the EN 1993-1-8. This is performed by using the numerical modeling in program ANSYS and the analytical methods recommended in the CIDECT publication. The recommendations for numerical modeling of such types of joints as well as for evaluation of load-bearing capacity of the joint are given in this paper. The results from both analytical and numerical models are compared.
  • The subject of this paper is to verify the behavior of the truss-type CHS joint which is beyond the scope of use of the EN 1993-1-8. This is performed by using the numerical modeling in program ANSYS and the analytical methods recommended in the CIDECT publication. The recommendations for numerical modeling of such types of joints as well as for evaluation of load-bearing capacity of the joint are given in this paper. The results from both analytical and numerical models are compared. (en)
Title
  • The Evaluation of Load-Bearing Capacity of the Planar CHS Joint Using Finite Modeling
  • The Evaluation of Load-Bearing Capacity of the Planar CHS Joint Using Finite Modeling (en)
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  • The Evaluation of Load-Bearing Capacity of the Planar CHS Joint Using Finite Modeling
  • The Evaluation of Load-Bearing Capacity of the Planar CHS Joint Using Finite Modeling (en)
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  • RIV/61989100:27120/13:86086800!RIV14-MSM-27120___
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  • 73608
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  • RIV/61989100:27120/13:86086800
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  • Lattice structure; FEM; CHS joints; ANSYS (en)
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  • [EB9910A3A62C]
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  • Barcelona
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  • World Academy of Science, Engineering and Technology
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  • Jurčíková, Anežka
  • Rosmanit, Miroslav
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issn
  • 2010-376X
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  • 27120
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