Effect of Temperature and Aging on the Mechanical Properties of Concrete콘크리트의 역학적 성질에 미치는 온도와 재령의 효과

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In this dissertation, the mechanical properties such as compressive strength, splitting tensile strength, and elastic modulus were investigated experimentally according to temperature and aging, and the new prediction model about mechanical properties were proposed improving the shortcomings of previous models. Concrete is an aging material, and the mechanical properties of concrete change with time. Meanwhile, the heat of hydration in mass concrete structures makes the temperature gradient between inner and outer surface, and the temperature gradient affects the mechanical properties of concrete. The temperature variations by the cold-weather and hot-weather conditions also have the same influence on the concrete. Therefore, it is very important to estimate the mechanical properties of concrete according to temperature and aging. In order to estimate the characteristics of mechanical properties with temperature and aging, 528 cylinders were tested. Concretes were cured at variable curing temperature as well as isothermal curing temperature. Based on the experimental results, new relationships between compressive strength and splitting tensile strength or elastic modulus are proposed. According to the review of previous models by other researchers, the defects of the models were pointed out. Based on this examination, the new prediction model was proposed reducing the shortcomings of previous models. The validity of proposed model was also evaluated comparing the experimental results with the estimated values by new prediction model. The concrete subjected to high temperature at early ages attains higher early-age compressive strength but eventually lower later-age compressive strength. That is to say, the crossover effect is presented in the experimental results of compressive strength. Also, splitting tensile strength and elastic modulus has the same crossover effect as compressive strength. But the crossover effect of elastic modulus is not so obvious as ...
Advisors
Kim, Jin-Keunresearcher김진근researcher
Description
한국과학기술원 : 토목공학과,
Publisher
한국과학기술원
Issue Date
2001
Identifier
165837/325007 / 000965417
Language
eng
Description

학위논문(박사) - 한국과학기술원 : 토목공학과, 2001.2, [ ix, 129 p. ]

Keywords

maturity; elastic modulus; strength; concrete; apparent activation energy; 겉보기 활성에너지; 숙성도; 탄성계수; 강도; 콘크리트

URI
http://hdl.handle.net/10203/30532
Link
http://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=165837&flag=dissertation
Appears in Collection
CE-Theses_Ph.D.(박사논문)
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