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Computers and Concrete
  Volume 18, Number 6, December 2016, pages 1213-1234
DOI: http://dx.doi.org/10.12989/cac.2016.18.6.1213
 


Deformation-based Strut-and-Tie Model for flexural members subject to transverse loading
Sung-Gul Hong, Soo-Gon Lee, Seongwon Hong and Thomas H.-K. Kang

 
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.
 
Key Words
    beam; deformation; strut-and-time model; transverse loading; ultimate strength
 
Address
Sung-Gul Hong, Seongwon Hong and Thomas H.-K. Kang: Department of Architecture and Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Republic of Korea

Soo-Gon Lee: Samsung C&T, 14 Seocho-daero 74-gil, Seocho-gu, Seoul 06620, Republic of Korea
 

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