Creep Evaluation and Model Review of High-Strength Concrete According to Dry Curing

기건양생에 따른 고강도 콘크리트의 크리프 평가 및 모델 검토

  • Published : 2020.06.12

Abstract

In this study, creep deformation characteristics of high strength concrete under dry curing conditions were investigated. It was confirmed that the creep coefficient decreases as the compressive strength of concrete increases. In addition, a modified proposal for calculating the ultimate creep factor of the ACI 209 model can be derived using the measured values.

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