A Study on the Stress-Strain Relationships for Nonlinear Analysis of Concrete Structures

콘크리트 구조물의 비선형해석을 위한 재료모델 비교연구

  • 오병환 (서울대학교 토목공학과) ;
  • 김영진 ((주)대우 건설기술연구소) ;
  • 이형준 (서울대학교 대학원 토목공학과) ;
  • 홍기중 (서울대학교 대학원 토목공학과) ;
  • 박승진 ((주)대우 건설기술연구소) ;
  • 임선택 ((주)대우 건설기술연구소)
  • Published : 1994.04.01

Abstract

Reinforced concrete and prestressed concrete structures consist of different materials, namely concrete, reinforcing steel and/or prestressing steel. Reinforcing and prestressing steels can be considered homogeneous materials, and their properties are generally well defined. Howefer, concrete is a heterogeous materials, and it is difficult to define its properties accurately. Both concrete and steel exhibit various nonlinear materials properties. The stress-strain relationship of concrete is not only nonlinear, but it differs in compression and tension. And, tensile cracking is one of the most importnat factors which contribute to the nonlinear behavior of reinforced concrete structrures. In this strudy, the various stress-strain relationships of concrete and reinforcing steel in nonlinear analysis of RC and PC structures are examined.

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