Steel and Composite Structures

  • 제6권5호
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  • Pages.387-400
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  • 2006
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Bond mechanism effect on the flexural behavior of steel reinforced concrete composite members

  • Juang, Jia-Ling (Department of Civil Engineering, National Central University) ;
  • Hsu, Hsieh-Lung (Department of Civil Engineering, National Central University)
  • 투고 : 2005.07.06
  • 심사 : 2006.03.27
  • 발행 : 2006.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper discusses the composite mechanism and its effect upon the behavior of a steel reinforced concrete (SRC) member subjected to a flexural load. The relationship between member strength and deformation is established using the bond strength between the steel and reinforced concrete. An analytical model is proposed and used to incorporate the sectional strains and bond strength at the elastic and inelastic stages for moment-curvature relationship derivation. The results from the flexural load tests are used to validate the accuracy of the proposed model. Comparisons between the experimental information and the analytical results demonstrate close moment-curvature relevance, which justifies the applicability of the proposed method.

키워드

참고문헌

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피인용 문헌

  1. A Novel Seismic Design Strategy for Structures With Complex Geometry vol.14, pp.sup1, 2010, https://doi.org/10.1080/13632461003651901
  2. Cyclic Behavior of Diagrid Nodes with H -Section Braces vol.136, pp.9, 2010, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000203
  3. Investigation of bond behavior between lightweight aggregate concrete and steel rebar using bending test vol.8, pp.4, 2006, https://doi.org/10.12989/cac.2011.8.4.465