Nonlinear Analysis of Reinforced Concrete Shear Walls Using Nonlinear Layered Shell Approach

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This study discusses nonlinear modelling of a reinforced concrete wall utilizing the nonlinear layered shell approach. Rebar, unconfined and confined concrete behaviours are defined nonlinearly using proposed analytical models in the literature. Then, finite element model is validated using experimental results. It is shown that the nonlinear layered shell approach is capable of estimating wall response (i.e., stiffness, ultimate strength, and cracking pattern) with adequate accuracy and low computational effort. Modal analysis is conducted to evaluate the inherent characteristics of the wall to choose a logical loading pattern for the nonlinear static analysis. Moreover, pushover analysis’ outputs are interpreted comprehensibly from cracking of the concrete until reaching the rupture step by step.
Original languageEnglish
Article number4
Pages (from-to)63-79
Number of pages17
JournalNordic Concrete Research
Issue number2
Publication statusPublished - 2021
Publication typeA1 Journal article-refereed


  • Crack
  • Nonlinear analysis
  • Pushover analysis
  • Reinforced concrete wall
  • Shell

Publication forum classification

  • Publication forum level 1


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