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Effect of Curing Temperature and Aging on the Mechanical Properties of Concrete (II) -Evaluation of Prediction Models-
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 Title & Authors
Effect of Curing Temperature and Aging on the Mechanical Properties of Concrete (II) -Evaluation of Prediction Models-
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 Abstract
In paper I, the relationships between compressive strength and splitting tensile strength or modulus of elasticity were proposed. In this paper, new prediction model is investigated from estimating splitting tensile strength and modulus of elasticity with curing temperature and aging without compressive strength. New prediction model is based on the model which was proposed to predict compressive strength, and splitting tensile strength and modulus of elasticity calculated by this model are compared with experimental values of paper I. To evaluate in-situ applicability of the model, strength and modulus of elasticity tested with variable temperatures are estimated by the prediction model. The prediction model reasonably estimates the strength and the modulus of elasticity of type I and V cement concretes tested in paper I and experimental results with variable temperature tested in this paper.
 Keywords
modulus of elasticity;strength;curing temperature;aging;prediction model;
 Language
Korean
 Cited by
1.
새로운 겉보기 활성에너지 함수에 의한 플라이애시 콘크리트의 압축강도 예측,한상훈;김진근;박연동;

한국콘크리트학회논문집, 2001. vol.13. 3, pp.237-243 crossref(new window)
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