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

Auteur(s): (Doctoral Researcher, Faculty of Built Engineering , Tampere University , Korkeakoulunkatu 5, 33720 , Tampere , Finland)
Médium: article de revue
Langue(s): anglais
Publié dans: Nordic Concrete Research, , n. 2, v. 65
Page(s): 63-79
DOI: 10.2478/ncr-2021-0014
Abstrait:

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.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.2478/ncr-2021-0014.
  • Informations
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  • Reference-ID
    10705817
  • Publié(e) le:
    19.02.2023
  • Modifié(e) le:
    19.02.2023
 
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