Structural Engineering and Mechanics

  • 제3권6호
  • /
  • Pages.593-609
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  • 1995
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

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Finite element modelling of reinforced concrete structures with laboratory verification

  • Cheng, Y.M. (Department of Civil and structural Engineering, Hong Kong Polytechnic)
  • 발행 : 1995.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

The presence of reinforcement has a significant influence on the stress-strain behaviour of reinforced concrete structures, expecially when the failure stage of the structures is approached. In the present paper, the constrained and non-constrained zones of concrete due to the presence of reinforcement is developed and the stress-stress-strain behaviour of concrete is enhanced by a reinforcement confinement coefficient, Furthermore, a flexible method for the modelling of reinforcement with arbitrary orientation and not passing the nodes of concrete element is also proposed. Numerical examples and laboratory tests have shown that the coefficient and the modelling technique proposed by the author are satisfactory.

키워드

참고문헌

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피인용 문헌

  1. Ultimate behavior of RC hyperbolic paraboloid saddle shell vol.5, pp.5, 1997, https://doi.org/10.12989/sem.1997.5.5.507
  2. Design and ultimate behavior of RC plates and shells: two case studies vol.14, pp.2, 2002, https://doi.org/10.12989/sem.2002.14.2.171