Computers and Concrete

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Deformation-based Strut-and-Tie Model for flexural members subject to transverse loading

  • Hong, Sung-Gul (Department of Architecture and Architectural Engineering, Seoul National University) ;
  • Lee, Soo-Gon (Samsung C&T) ;
  • Hong, Seongwon (Department of Architecture and Architectural Engineering, Seoul National University) ;
  • Kang, Thomas H.K. (Department of Architecture and Architectural Engineering, Seoul National University)
  • Received : 2016.06.30
  • Accepted : 2016.09.07
  • Published : 2016.12.25
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Abstract

This paper describes a deformation-based strut-and-tie model for the flexural members at post-yield state. Boundary deformation conditions by flexural post-yield response are chosen in terms of the flexural bar strains as the main factor influenced on the shear strength. The main purpose of the proposed model is to predict the shear capacities of the flexural members associated with the given flexural deformation conditions. To verify the proposed strut-and-tie model, the estimated shear strengths depending on the flexural deformation are compared with the experimental results. The experimental data are in good agreement with the values obtained by the proposed model.

Keywords

Acknowledgement

Supported by : National Research Foundation of Korea (NRF), Seoul National University

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