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Nonlinear numerical simulation of bonded steel-concrete composite beams by finite element analysis

  • Yangjun Luo*
  • , Alex Li
  • *Corresponding author for this work
  • Northwestern Polytechnical University Xian
  • Université de Reims Champagne-Ardenne

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The steel-concrete composite beam bonded by adhesive has its particular advantages over the traditional composite beam. Based on the experimental observation of push-out test, the shear connection behaviour of concrete-adhesive interface is modelled by nonlinear springs, whereas the steel-adhesive interface is assumed connected perfectly. Then a three-dimensional nonlinear finite element model for mechanical behaviour simulation of bonded steel-concrete composite beams is presented. Finally, the proposed numerical model is validated through comparisons between numerical results and experiment data.

Original languageEnglish
Title of host publication2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 - Proceedings
Pages6702-6705
Number of pages4
DOIs
StatePublished - 2011
Externally publishedYes
Event2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 - Lushan, China
Duration: 22 Apr 201124 Apr 2011

Publication series

Name2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 - Proceedings

Conference

Conference2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011
Country/TerritoryChina
CityLushan
Period22/04/1124/04/11

Keywords

  • bonded
  • composite beam
  • finite element method
  • steel

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