Finite element analysis of slotted end tubular connections

G. Martinez-Saucedo, J. A. Packer, S. Willibald, X. L. Zhao

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

6 Citations (Scopus)

Abstract

A total of eight slotted end tubular connection specimens has been previously tested under quasistatic tension and compression loading using three connection types commonly found in practice. A parametric finite element analysis was then undertaken, based on finite element models of these connections, where the responses were verified with the test results. In the finite element modelling, a non-linear time step analysis was performed considering non-linear material properties and with 8-noded solid elements. A maximum equivalent strain was used as the failure criterion with the activation of a "death feature" of the elements. Differences were found between the finite element connection strength and the capacity as predicted by design provisions. Furthermore, these results show that a gradual transition between several failure modes takes place as the weld length increases. Also, the likelihood of developing the full efficiency of the tube net cross-sectional area, if a minimum weld length equal to the distance between welds is used, is illustrated.

Original languageEnglish
Title of host publicationTubular Structures XI - Proceedings of the 11th International Symposium and IIW International Conference on Tubular Structures
Pages237-244
Number of pages8
Publication statusPublished - 2006
Externally publishedYes
Event11th International Symposium and IIW International Conference on Tubular Structures - Quebec City, QC, Canada
Duration: 31 Aug 20062 Sept 2006

Publication series

NameTubular Structures XI - Proceedings of the 11th International Symposium and IIW International Conference on Tubular Structures

Conference

Conference11th International Symposium and IIW International Conference on Tubular Structures
Country/TerritoryCanada
CityQuebec City, QC
Period31/08/062/09/06

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

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