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콘크리트 균열 손상의 방향성을 고려한 다중파괴기준 소성 모델 : Plasticity Model for Directionality of Concrete Crack Damages
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- Authors
- Issue Date
- 2007-10
- Publisher
- 한국콘크리트학회 = Korean Concrete Institute
- Citation
- 한국콘크리트학회 논문집 제19권 제5호, 2007, pp. 655-664
- Keywords
- directional nonlocality ; plasticity model ; concrete ; multiple failure criteria ; finite element analysis ; 방향적 비국소 ; 소성모델 ; 콘크리트 ; 다중파괴기준 ; 유한요소해석
- Abstract
- The inherent characteristic of concrete tensile cracks, directional nonlocal crack damage, causes so-called rotating
tensile crack damage and softening of compressive strength. In the present study, a plasticity model was developed to describe the
behavior of reinforced concrete planar members in tension-compression. To describe the effect of directional nonlocal crack damage,
the concept of microplane model was combined with the plasticity model. Unlike existing models, in the proposed model, softening
of compressive strength as well as the tensile crack damage were defined by the directional nonlocal crack damage. Once
a tensile cracking occurs, the microplanes of concrete are affected by the nonlocal crack damage. In the microplanes, microscopic
tension and compression failure surfaces are calculated. By integrating the microscopic failure surfaces, the macroscopic failure
surface is calculated. The proposed model was implemented to finite element analysis, and it was verified by comparisons with
the results of existing shear panel tests.
- ISSN
- 1229-5515
- Language
- Korean
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