A Basic Study for evaluation on the Elastic Modulus of Recycled Aggregate Concrete by using Composite Model

복합이론에 의한 순환골재 콘크리트의 탄성계수 평가에 관한 기초적 연구

  • 김현욱 (한양대학교 ERICA, 친환경건축연구센터) ;
  • 김지윤 (한양대학교 ERICA, 친환경건축연구센터) ;
  • 김완기 (한양대학교 ERICA, 친환경건축연구센터) ;
  • 박원준 (한양대학교 ERICA, 친환경건축연구센터)
  • Published : 2012.11.16

Abstract

The elastic modulus of recycled aggregate concrete (RAC) can be evaluated by using composite models with experiment. In this study, Hashin's composite model was adapted to evaluate elastic modulus considering physical properties of recycled coarse aggregate (RCA) that mortar is attached. Elastic modulus testes for cement paste, mortar and recycled coarse aggregate concrete were carried out considering W/C and recycled coarse aggregate content rate. As a result, the elastic modulus of RAC was evaluated comparing with both experiment results and the existing estimation formula. Those can be used for further studies as a preliminary data.

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