KCI Concrete Journal

한국콘크리트학회 (Korea Concrete Institute)
권호 표지

The Service State Behavior of Reinforced Concrete Membrane Elements using Rotating Crack Model

  • Bhang, Jee-Hwan (Dept. of Civil and Ocean Engineering Dong-A University) ;
  • Kang, Won-Ho (Dept. of Civil and Ocean Engineering Dong-A University)
  • 발행 : 1999.07.01
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

A theory is proposed to predict the response of the load-deformation relationship of the reinforced concrete structures under the service state after cracking. The crack direction and concrete strains through the loading history before failure can be estimated by this theory based on the rotating crack model, which considers equilibrium, compatibility conditions, and average stress-strain relationship. The proposed crack direction and deformation show good agreement with test results under service state. The behavior of a variety of concrete structures, such as shear walls, deep beams and the web of box girders, can be predicted by this proposed theory under service state.

키워드

참고문헌

  1. Journal of Structural Engineering v.110 no.8 Cracking in Reinforced Concrete Analysis Gupta, A.K.;Akbar H.
  2. Dissertation, Gesamthochschule Kassel Ein Materialmodell fur die Berechung von Stahlbetonflachentragwerken Kollegger, J.
  3. Journal of Engineering Mechanics v.155 no.3 Analysis of R/C panels using different concrete models Crisfield, M. A.;Wills, J.
  4. ACI Journal v.83 no.2 The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear Vecchio, F.J.;Collins, M.P.
  5. ACI Structural Journal v.88 no.5 Nonlinear Analysis of Concrete Membrane Elements Hsu, Thomas
  6. Publication 82-03, Dept of Civil Engineering Response of Reinforced Concrete to In-Plane Shear and Normal Stresses Vecchio, F.J.;Collins, M.P.
  7. Publication 87-02 Reinforced concrete elements in shear and tension Bhide, S.B.;Collins, M.P.
  8. Heft 413, Deutscher Ausschu${\beta}$ fur Stahlbeton Experimentelle Untersuchungen zur Bestimmung der Druckfestichkeit des gerissenen Stahlbetons bei einer Querzugbeanspruchung Kollegger, J.;Mehlhorn, G.
  9. ACI Structural Journal v.92 no.6 Behavior of Reinforced Concrete Membrane Elements in Shear Hsu, Thomas;Pang
  10. CEB FIP Model Code 78