Finite element limit analysis of slabs including limitations on shear forces

Thomas Westergaard Jensen*, Peter Noe Poulsen, Linh Cao Hoang

*Corresponding author for this work

Research output: Contribution to journalJournal articlepeer-review

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Abstract

The load carrying capacity of existing concrete slab bridges is often limited by the shear capacity and the redistribution of shear forces when subjected to concentrated loads. In the recent years, finite element limit analysis has shown to be an efficient method to determine the ultimate capacity of concrete slabs. The existing plate elements within this method applied to concrete slabs cannot handle limitations on moment and shear forces. In this paper, a lower bound linear element for limit analysis of concrete slabs is presented. The element can model shear forces and include limitations on the shear forces. Yield conditions for moment, shear and interaction are considered. It is shown that the element performs well compared to the linear Kirchhoff element, which cannot handle shear limitations. Finally, a model of an existing shear critical bridge is compared with a full-scale field test.
Original languageEnglish
JournalEngineering Structures
Volume174
Pages (from-to)896-905
Number of pages10
ISSN0141-0296
DOIs
Publication statusPublished - 2018

Keywords

  • Existing bridges
  • FELA
  • Limit analysis
  • Shear-moment interaction
  • Strength-assessment
  • Ultimate capacity

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