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  • The main focus of the paper is the analysis of the influence of residual stress on the ultimate limit state of a hot rolled member in compression. The member was modelled using thin walled elements of type SHELL 181 and meshed in the programme ANSYS. Geometrical and material non linear analysis was used. The influence of residual stress was studied using variance based sensitivity analysis. In order to obtain more general results, the non dimensional slenderness was selected as a study parameter. Comparison of the influence of the residual stress with the influence of other dominant imperfections is illustrated in the conclusion of the paper. All input random variables were considered according to results of experimental research
  • The main focus of the paper is the analysis of the influence of residual stress on the ultimate limit state of a hot rolled member in compression. The member was modelled using thin walled elements of type SHELL 181 and meshed in the programme ANSYS. Geometrical and material non linear analysis was used. The influence of residual stress was studied using variance based sensitivity analysis. In order to obtain more general results, the non dimensional slenderness was selected as a study parameter. Comparison of the influence of the residual stress with the influence of other dominant imperfections is illustrated in the conclusion of the paper. All input random variables were considered according to results of experimental research (en)
Title
  • Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods
  • Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods (en)
skos:prefLabel
  • Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods
  • Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods (en)
skos:notation
  • RIV/00216305:26110/11:PU97125!RIV13-AV0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP104/11/0703), P(IAA201720901)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 228833
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/11:PU97125
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  • Sensitivity Analysis of Stability Problems,f Steel Structures, Shell Finite Elements, Nonlinear Computation Methods (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [2DFD09616644]
http://linked.open...v/mistoKonaniAkce
  • Chalkidiki
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  • Halkidiki, Greece
http://linked.open...i/riv/nazevZdroje
  • Numerical Analysis and Applied Mathematics, ICNAAM 2011
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
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  • Kala, Zdeněk
  • Kala, Jiří
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • Neuveden
https://schema.org/isbn
  • 978-0-7354-0954-5
http://localhost/t...ganizacniJednotka
  • 26110
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