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Failure patterns of kiewitt8 single-layer reticulated domes under impact loads

  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

This paper introduces briefly the analytical methods and numerical methods to solve non-linear problems, and then ANSYS/LS-DYNA, a finite element software. In order to validate the function of software and the parameter selection, solutions of a simple problem are obtained by the analytical method and ANSYS/LS-DYNA respectively, and good agreement is achieved. Finally, the model of Kiewitt8 single-layer reticulated dome with a span of 60 m is set up, and 135 cases are analyzed, with five failure patterns observed.

Original languageEnglish
Pages (from-to)144-149
Number of pages6
JournalGongcheng Lixue/Engineering Mechanics
Volume25
Issue numberSUPPL. 2
StatePublished - Dec 2008
Externally publishedYes

Keywords

  • Analytic method
  • Failure pattern
  • Impact
  • Reticulated dome
  • Strain rate

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