• 콘크리트학회논문집
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• 제15권1호
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• pp.134-142
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• 2003

고강도 콘크리트의 초기 균열 제어를 위해서는 균열 발생의 주요 원인인 자기수축에 대한 실험과 예측, 그리고 감소 방안에 대한 연구가 요구된다. 본 연구에서는 물-결합재비가 0.50~0.27이고 플라이 애쉬 대체율이 0, 10, 20, 30%인 콘크리트의 자기수축을 측정하였으며, 실험결과를 토대로 예측 모델을 제안하였다. 실험 결과, 물-결합재비가 낮아짐에 따라 자기수축이 증가하였으며, 재령 초기에서 자기수축 발현률이 크게 증가하였다. 또한, 플라이 애쉬 대체율이 증가할수록 자기수축이 감소하는 결과를 얻었다. 비록 재령 초기에 큰 자기수축이 발생했다 하더라도 콘크리트의 강성(탄성계수)이 낮은 동안에는 응력은 발생하지 않게 된다. 따라서, 본 연구에서는 콘크리트 강성의 변화를 고려하기 위해 초음파 속도 발현 특성으로부터 콘크리트 강성의 발현 시점을 간접적으로 조사하여 이를 자기수축 모델링에 사용하였다. 실용적인 측면에서, 본 연구에서 제안된 모델은 자기수축과 이로 인해 발생한 응력을 예측하는 데에 유효하게 적용될 수 있을 것으로 기대된다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1996년도 추계학술대회 논문집
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• pp.260-264
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• 1996

In this study, the dieiectric breakdown of epoxy composites used for transformers was experimented and then its data were simulated by Weibull distribution probability . As a result. first of all, speaking of dielectric breakdown properties, the more hardener increased the stronger breakdown strength at low temperature, and the breakdown strength of specimens because it is believed that the adding filler farms interface and charge is accumulated in it, therefore the molecular motility is raised, the electric field is concentrated, and the acceleration of electron and the growth of electron avalanche are early accomplished. In the case of filled specimens with treating silane, the breakdown strength become much higher since the suggests that silane coupling agent improves interfacial combination and relays electric field concentration. Finally, from the analysis 7f weibull distribution. it was confirmed that as the allowed breakdown probability was given by 0.11[%].

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.137-140
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• 2004

Hydraulic structures have been constructed with low cost concrete so as to increase the investment efficiency. As the construction of agricultural irrigation and drainage project is concentrated on off-farming season and come to construction less than 28-day strength in quality control. As we are aware the major thrust construction of short period is now in hydraulic structures rather then the large- scale. This paper will propose the relationship between the 7-day and 28-day compressive strength of concrete be investigated. Test will be carried out on nine different concrete mixes and 180 core drilled form the hydraulic structures with 7-day and 28-day compressive strengths ranging approximately from 24 to 30Mpa.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 봄 학술발표회 논문집
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• pp.209-214
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• 1994

The heat of hydration of cement causes the intemal temperature rise at early age, particulay in massive concrete structures. As the results of the temperature rise and restraint condition, the thermal stress amy induce cracks in concrete. The prediction of the thermal stress is very important in design and consturction slages in order to control the cracks in mass concrete. In this study, the temperature rise of high strength concrete due to the heat of hydration is investigated. Test variables are type and content of binder. As the results, the temperature rise is imcreased with increasing cement content. However, the increament is decreased in higher cement comtnet range. Fly ash is effictive in the reduction of hydration heat.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.337-340
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• 1999

The aim of this study is to predict concrete strengths by method of equivalent ages. The method of equivalent ages is to use Arrhenius equation which indicates the influence of curing temperature on the initial hydration ratio in cement. Experimental factors are in this study. The water-cement ratios of concrete mixtures are 0.60, 0.55, 0.50 and 0.45. The curing temperatures within the four chambers are 30, 20, 10 and 5$^{\circ}C$. The test results showed that equivalent age can be used to predict compressive strength of concrete at early ages.

• Smart Structures and Systems
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• 제25권6호
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• pp.751-764
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• 2020

Real-time monitoring of stiffness and strength in cement based system has received significant attention in past few decades owing to the development of advanced techniques. Also, use of environment friendly supplementary cementitious materials (SCM) in cement, though gaining huge interest, severely affect the strength gain especially in early ages. Continuous monitoring of strength- and stiffness- gain using an efficient technique will systematically facilitate to choose the suitable time of removal of formwork for structures made with SCM incorporated concrete. This paper presents a technique for monitoring the strength and stiffness evolution in hydrating fly ash blended cement systems using electro-mechanical impedance (EMI) based technique. It is important to observe that the slower pozzolanic reactivity of fly ash blended cement systems could be effectively tracked using the evolution of equivalent local stiffness of the hydrating medium. Strength prediction models are proposed for estimating the strength and stiffness of the fly ash cement system, where curing age (in terms of hours/days) and the percentage replacement of cement by fly ash are the parameters. Evaluation of strength as obtained from EMI characteristics is validated with the results from destructive compression test and also compared with the same obtained from commonly used ultrasonic wave velocity (UPV). Statistical error indices indicate that the EMI technique is capable of predicting the strength of fly ash blended cement system more accurate than that from UPV. Further, the correlations between stiffness- and strength- gain over the time of hydration are also established. From the study, it is found that EMI based method can be effectively used for monitoring of strength gain in the fly ash incorporated cement system during hardening.

• Steel and Composite Structures
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• 제31권1호
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• pp.69-83
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• 2019

This paper investigates the structural behavior of very high strength concrete encased steel composite columns via combined experimental and analytical study. The experimental programme examines stub composite columns under pure compression and eccentric compression. The experimental results show that the high strength encased concrete composite column exhibits brittle post peak behavior and low ductility but has acceptable compressive resistance. The high strength concrete encased composite column subjected to early spalling and initial flexural cracking due to its brittle nature that may degrade the stiffness and ultimate resistance. The analytical study compares the current code methods (ACI 318, Eurocode 4, AISC 360 and Chinese JGJ 138) in predicting the compressive resistance of the high strength concrete encased composite columns to verify the accuracy. The plastic design resistance may not be fully achieved. A database including the concrete encased composite column under concentered and eccentric compression is established to verify the predictions using the proposed elastic, elastoplastic and plastic methods. Image-oriented intelligent recognition tool-based fiber element method is programmed to predict the load resistances. It is found that the plastic method can give an accurate prediction of the load resistance for the encased composite column using normal strength concrete (20-60 MPa) while the elastoplastic method provides reasonably conservative predictions for the encased composite column using high strength concrete (60-120 MPa).

• 콘크리트학회논문집
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• 제14권3호
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• pp.331-340
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• 2002

본 연구에서는 해사를 사용한 초기재령 콘크리트의 자기 및 건조 수축의 구속에 의한 균열발생을 재현하기 위해 유한요소 해석을 실시하였다. 이를 위해 미시역학적 관점에서 열역학적 평형관계를 토대로 해사를 사용한 초기재령 콘크리트의 수화발열 모델, 수분이동 모델 및 건조수축 예측 모델 등의 재료 모델을 정립하여 해석알고리즘을 제안하였고 초기재령에서 해사를 사용 한 콘크리트의 자기 및 건조수축의 구속에 의해서 발생하는 구속응력의 경시변화와 그에 따른 균열발생 및 시기에 관한 균열평가를 목적으로 염분 함유량을 변화시킨 콘크리트의 시편에 대하여 일축 방향 변형구속 실험을 실시하였다. 실험결과 초기재령 콘크리트내 염분 함유량의 증가가 강도발현에 큰 영향을 미치지 못하는 반면 건조수축량을 증가시키므로 일축 방향 변형 구속시 동일 재령에서 높은 구속인장력이 발생하고 그로 인해 균열발생시기를 앞당기는 것을 밝혔다. 또한 구속시험과 동일한 조건으로 해사를 사용한 콘크리트 시편에 대한 응력해석을 실시하여 부재내부에 도입된 건조수축 응력 및 균열 발생의 시간 의존적 변화를 재현하여 그 타당성을 실험결과와 비교를 통해 검증하였다.

• 천문학회보
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• 제38권2호
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• pp.38.2-38.2
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• 2013

Several studies have reported the presence of sodium excess objects having neutral atomic absorption lines at $5895{\AA}$ (NaD) and $8190{\AA}$ that are deeper than expected based on stellar population models that match the stellar continuum. The origin of these lines is therefore hotly debated. van Dokkum & Conroy proposed that low-mass stars (0.3M) are more prevalent in massive early-type galaxies, which may lead to a strong NaI 8190 line strength. It is necessary to test this prediction, however, against other prominent optical line indices such as NaD, Mgb, and Fe5270, which can be measured with a significantly higher signal-to-noise ratio than NaI 8190. We identified a new sample of roughly one thousand NaD excess objects (NEOs; ~8% of galaxies in the sample) based on NaD line strength in the redshift range 0.00${\alpha}$-enhanced" ([${\alpha}/Fe$] ~ 0.3), "metal-rich" ([Z/H] ~ 0.3), and, especially, "Na-enhanced" ([Na/Fe] ~ 0.3).

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.1041-1044
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• 2008

The addition of chemical inert filler in blended cement, such as limestone or chemical inert silica fume, will produce a physical effect on cement hydration. Due to the high surface area of inert filler in the mixtures, it provides sites for the nucleation and growth of hydration products, thus improving the hydration rate of cement compounds and consequently increasing the strength at early age. This paper proposes a model of hydration of Portland cement blended with chemical inert filler. This model considers the influence of water to cement ratio, cement particle size, cement composition and addition of chemical inert filler on hydration. The heat evolution, degree of hydration and porosity are obtained as accompanied results in hydration process. The prediction results agree well with experiment results.