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Nonlinear shear-flexure-interaction RC frame element on Winkler-Pasternak foundation

  • Suchart, Limkatanyu (Department of Civil and Environmental Engineering, Faculty of Engineering, Prince of Songkla University) ;
  • Worathep, Sae-Long (Civil Engineering Program, School of Engineering, University of Phayao) ;
  • Nattapong, Damrongwiriyanupap (Civil Engineering Program, School of Engineering, University of Phayao) ;
  • Piti, Sukontasukkul (Construction and Building Materials Research Center, Department of Civil Engineering, King Mongkut's University of Technology North Bangkok) ;
  • Thanongsak, Imjai (School of Engineering and Technology, Walailak University) ;
  • Thanakorn, Chompoorat (Civil Engineering Program, School of Engineering, University of Phayao) ;
  • Chayanon, Hansapinyo (Center of Excellence in Natural Disaster Management, Department of Civil Engineering, Chiang Mai University)
  • Received : 2022.01.06
  • Accepted : 2022.12.23
  • Published : 2023.01.10
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Abstract

This paper proposes a novel frame element on Winkler-Pasternak foundation for analysis of a non-ductile reinforced concrete (RC) member resting on foundation. These structural members represent flexural-shear critical members, which are commonly found in existing buildings designed and constructed with the old seismic design standards (inadequately detailed transverse reinforcement). As a result, these structures always experience shear failure or flexure-shear failure under seismic loading. To predict the characteristics of these non-ductile structures, efficient numerical models are required. Therefore, the novel frame element on Winkler-Pasternak foundation with inclusion of the shear-flexure interaction effect is developed in this study. The proposed model is derived within the framework of a displacement-based formulation and fiber section model under Timoshenko beam theory. Uniaxial nonlinear material constitutive models are employed to represent the characteristics of non-ductile RC frame and the underlying foundation. The shear-flexure interaction effect is expressed within the shear constitutive model based on the UCSD shear-strength model as demonstrated in this paper. From several features of the presented model, the proposed model is simple but able to capture several salient characteristics of the non-ductile RC frame resting on foundation, such as failure behavior, soil-structure interaction, and shear-flexure interaction. This confirms through two numerical simulations.

Keywords

Acknowledgement

The financial support of this work was provided by the Office of the Permanent Secretary, Ministry of Higher Education, Science, Research and Innovation (Grant No. RGNS 64-134), by the Thailand Research Fund (Grant No. RTA 6280012) and by the Thailand Science Research and Innovation Fund and the University of Phayao (Grant No. FF66-UoE023). Furthermore, we would like to sincerely thank the copy-editing service of Research and Development Office, and Assoc. Prof. Dr. Seppo Karrila who dedicated his time to provide valuable comments, and gratefully acknowledge the support and assistance received.

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