• Journal of the Korea Computer Industry Society
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• v.9 no.3
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• pp.99-104
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• 2008

The thermal stresses due to hydration heat in massive concrete structures are affected by ambient temperature and placing concrete temperature. It is needed to predict the thermal stresses considering ambient temperature and placing concrete temperature. In this study, hydration heat analyses of coping were carried out. After the maximum tensile stress was occurred at 2,75 days the crack index was increased. Therefore the possibility of crack occurrence was rare. The possibility of crack occurrence can be reduced by placing concrete temperature drop. Therefore some method to drop the placing concrete temperature may be effective to reduce the possibility of crack occurrence.

• Magazine of the Korea Concrete Institute
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• v.14 no.1
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• pp.53-60
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• 2002

매스 콘크리트 구조물에서는 콘크리트 타설 후 시멘트의 수화열로 인한 온도응력에 의해서 온도균열의 발생 가능성이 매우 높다. 따라서, 매스 콘크리트 시공시, 온도균열을 구조물의 내구성 관점에서 최대한 억제시킬 필요가 있다. 최근에는 국내에서도 단위시멘트량이 많은 배합을 이용하는 고강도 콘크리트 구조물의 시공이 증가되고 있다. 이와 같은 매스 콘크리트 구조물은 단위시멘트량이 많기 때문에 부재내 수화열에 의한 온도의 상승 속도가 빠르기 때문에 시공에 앞서 사전에 설계, 재료 및 시공 측면에서 온도균열 제어 대책을 검토할 필요가 있다.(중략)

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.6
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• pp.189-196
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• 2020

When concrete member become large like in high rise buildings, hydration heat makes temperature difference inside and outside and cause cracks. The method of using latent heat material as heat reducer could be more accessible, usable and efficient than other methods. Therefore, many studies using PCM as heat reducer are being conducted. Since heat reducer have different reacting temperature, they may be affected by environmental factors like ambient and concrete mixing temperature but studies issuing this are insignificant. Therefore, this paper attempt to evaluate the hydration heat characteristics and quality of concrete using strontium-based PCM under hot weather conditions. As a result, when the strontium-based hydration heat reducer was mixed 3wt.% and 5wt.% in hot weather condition, hydration heat speed and heating rate could be reduced by 8%, 21%, and 75, 85 minutes compared to OPC, respectively. This is considered to be the phase change reaction is relatively promoted when the temperature is high and cause improve performance than room condition result. Later, comparing the efficiency of other types of P.C.M in hot weather condition, and conduct detailed reviews on the strength development in long-term age.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2001.05a
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• pp.154-155
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• 2001

난백과 혈장, 대두단백질은 겔화식품의 겔강화와 단백질 보강의 목적으로 다양하게 사용되고 있으며, 이 때 첨가단백질의 겔화 특성은 가장 중요한 피능적 특성중 하나이다. 이러한 겔화에는 단백질의 종류, 가열온도와 시간, 염의 유무, pH등의 환경이 복합적으로 작용하여, 소수성 상호작용, 공유결합, 이온결합, S-S결합 및 수화력 등이 겔을 형성한다. 단백질의 겔화에 미치는 변수에 대한 많은 연구가 이루어졌지만 단백질의 겔화 특성에 있어 가장 많은 구성비율을 차지하는 수분과 수화력에 관한 연구는 미미한 실정이다. (중략)

• The Korean Journal of Rheology
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• v.10 no.1
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• pp.44-49
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• 1998

셀룰로오스/N-methyl morpholine N-oxide(NMMO)용액에 있어서 셀룰로오스의 분 자량 및 농도, 그리고 NMMO의 수화도가 유변학적 특성에 미치는 영향을 고찰하였다. 12wt%의 경우 NMMO의 수화도가 감소할수록 더 높은 온도에서 lower Newtonian 흐름영 역이 사라졌다. 15wt%에서는 측정된 전단영역에서 lower Newtonian 유동영역의 관찰되지 않았다. 동일한 농도에서 NMMO의 수화도가 감소할수록 점도가 증가하였으나 중량평균중 합도가 940인셀룰로오스/NMMO 용액의 경우 9$0^{\circ}C$에서 점도가 오히려 낮아졌다. 뿐만아니 라 이온도에서 power-law의 급작스런 감소도 나타낫다. NMMO의 수화도가 클수록 제1법 선응력차나 연신점도에 대한 온도의 영향이 증가하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.9 no.6
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• pp.1705-1710
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• 2008

In this paper, a program for simulating hydration heat and stresses was developed. And an effective methods were proposed for reduction of hydration heat stresses using flyash and steel fiber. It was shown that flyash replacement made reduction of peak temperature due to hydration heat. However, the effectiveness of reduction of tensile stress was not as good as it of peak temperature. Not only peak temperature but also tensile stress were reduced by the addition of steel fiber.

• Polymer(Korea)
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• v.31 no.4
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• pp.349-355
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• 2007

Poly(N-isopropylacrylamide-co-acrylonitrile) [P(NIPAAm-co-AN)] copolymers with AN content of up to 10 mol% and their hydrogels were synthesized using water as a reaction medium, and the effects of AN unit incorporation on the critical gel transition temperature(CGTT) and swelling behaviors of the hydrogels were investigated. The CGTT of the copolymer hydrogel was $30{\sim}32\;^{\circ}C$, decreasing with increasing AN content. Below CGTT, swelling rate and equilibrium swelling ratio of the copolymer hydrogel decreased with increasing AN content. On the other hand, it exhibited faster deswelling and lower equilibrium deswelling ratio with increasing AN content above CGTT.

• Journal of the Korea Concrete Institute
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• v.17 no.1 s.85
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• pp.43-49
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• 2005

In the concrete structures, the magnitude and distribution of the temperature due to the heat of hydration are related to the thermal properties of each component composed of the concrete, the initial temperature, the type of formwork, and the ambient temperature of exposed surfaces. Even though the reinforcing steel bar has completely different thermal properties, it has been excluded. In the thermal analysis on the concrete structures. In this study, finite element analysis was performed on the concrete structures including the reinforcing steel in order to investigate their effect on temperature and stress distribution due to the heat of hydration. As the steel ratio increased, the maximum temperature and the internal-external temperature difference decreased by 32.5% and 10%, respectively. It is clear that the inclusion of reinforcing steel bars on the heat of hydration analysis is indispensable to obtain realistic solutions for the prediction of the maximum temperature and stresses

• Magazine of the Korea Concrete Institute
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• v.14 no.6
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• pp.82-87
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• 2002

매스 콘크리트 구조물에서는 콘크리트의 타설후 시멘트의 수화반응에 의해 발생하는 수화열로 인하여 적지 않은 크기의 인장응력이 유발되어 균열이 발생할 가능성이 크다. 토목분야에서 통용되고 있는 많은 범용구조해석 프로그램들은 유한요소법을 이용하여 수화열에 의한 온도분포해석 및 열응력해석을 수행할 수 있는 기능을 내장하고 있다. 그러나, 다른 모든 구조해석들이 그러하듯이 수화열 해석 역시 해석자가 적절한 입력자료를 프로그램에 제공하지 않았을 경우 예상과는 다른 결과를 산출할 수 있다.(중략)

• Magazine of the Korea Concrete Institute
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• v.7 no.3
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• pp.137-148
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• 1995

In this study, a program for evaluation of heat transfer and thermal stress of mass concrete is developed and verified by 2-experiments (internally and externally restricted). Furthermore, the result of the program is compared with those of ADINA-T and ADINA. As a result of the comparison, the proposed method produces comparable results with those from the popular programs (ADIIVA-T and ADINA) and shows the usefulness of the developed program for the evaluation of thermal stresses of mass concrete in both internally and externally restricted structures.