• 한국건축시공학회지
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• 제16권2호
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• pp.185-192
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• 2016

The semi-adiabatic calorimetry technique is a robust and easy technique that can be used to measure the temperature rise of concrete. This method is often used for investigating the maturity of concrete, as well as to predict maximum temperature rise of mass concrete using various heat loss compensating models. Semi-adiabatic calorimetry can also be used for predicting setting time of concrete. However, it has seldom been used to investigate the hydration characteristics of various cement paste samples. In this research, semi-adiabatic calorimetry and X-ray diffraction methods were used to investigate the hydration characteristics of 3 different ASTM type I Portland cements. First derivative of temperature rise (dT/dt) curve was used to isolate individual peaks. Based on the results of the experiments, a combination of dT/dt curve with XRD could be used to successfully identify hydration at a specific time period, showing its potential to be used as an alternative tool for hydration studies of cement-based materials.

• Computers and Concrete
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• 제17권2호
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• pp.271-280
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• 2016

This study examined the mechanical properties and adiabatic temperature rise of low-heat concrete developed based on ternary blended cement using ASTM type IV (LHC) cement, ground fly ash (GFA) and limestone powder (LSP). To enhance reactivity of fly ash, especially at an early age, the grassy membrane was scratched through the additional vibrator milling process. The targeted 28-day strength of concrete was selected to be 42 MPa for application to high-strength mass concrete including nuclear plant structures. The concrete mixes prepared were cured under the isothermal conditions of $5^{\circ}C$, $20^{\circ}C$, and $40^{\circ}C$. Most concrete specimens gained a relatively high strength exceeding 10 MPa at an early age, achieving the targeted 28-day strength. All concrete specimens had higher moduli of elasticity and rupture than the predictions using ACI 318-11 equations, regardless of the curing temperature. The peak temperature rise and the ascending rate of the adiabatic temperature curve measured from the prepared concrete mixes were lower by 12% and 32%, respectively, in average than those of the control specimen made using 80% ordinary Portland cement and 20% conventional fly ash.

• 소성∙가공
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• 제32권4호
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• pp.215-220
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• 2023

In this study, the correction process of stress-strain curves obtained from hot compression test is introduced since the barreling induced by friction and adiabatic heat generation induced by plastic work occur under high strain rate. A shear friction factor was quantitatively estimated by measuring the dimension of barreling and temperature rise due to adiabatic heat generation was directly measured during compression test. Thereafter, the stress-strain curves were re-evaluated by introducing several equations to correct the effects of the friction and temperature rise. It was found that adiabatic factor at strain rate of 10/s is in the range of about 0.5 to 0.75 for Nimonic 80A and decreases as the assigned temperature increases.

• 콘크리트학회논문집
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• 제22권3호
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• pp.389-397
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• 2010

콘크리트는 역학적 성능, 내구성능, 경제성이 우수한 재료이지만 장경간 교량에 적용하기는 쉽지 않은데, 이는 콘크리트의 중량 대비 강도가 낮기 때문이다. 초고성능 콘크리트는 높은 압축강도를 가지며 굵은 골재를 사용하지 않으므로 단면의 크기를 줄일 수 있어, 장경간 교량 바닥판으로 활용이 기대된다. 그러나 초고성능 콘크리트는 재료 특성상 단위결합재량이 많으므로 바닥판 양생과정에서 수화열에 의한 균열이 발생할 수 있다. 이 연구에서는 UHPC 바닥판의 초기재령 균열 위험성을 평가하기 위한 기초 작업을 수행하였다. 먼저 단열온도 상승시험 결과를 바탕으로 2변수 모델과 S자형 함수의 중첩으로 단열온도 상승곡선을 모델링하고, 등가재령의 개념을 도입하여 UHPC의 아레니우스 상수를 결정하였다. 이상의 결과를 실물크기 시험체에 대한 수화발열 측정시험으로 검증하였다. 다음으로 초음파 속도 측정 결과와 하중 재하에 의하여 탄성계수, 인장강도, 압축강도와 같은 UHPC의 역학적 특성을 구하였다.