• Applied Biological Chemistry
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• 제26권1호
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• pp.47-52
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• 1983

세도하다까의 도정수율별 곡립분포(穀粒分布)와 수화중(水和中)의 부피 및 곡립경도변화(穀粒硬度變化)를 온도별(溫度別)로 조사하여 속도론적(速度論的)으로 해석(解析)하였다. 보리곡립(穀粒)은 도정됨에 따라 장경(長徑)과 단경(短徑)이 모두 직선적(直線的)으로 감소하였으며 감소율(減少率)은 장경(長徑)의 경우가 컸다. 도정한 보리의 수화시(水和時) 부피증가는 수화시간의 멱수(冪數)로 표시될 수 있었으며 도정하지 않은 보리의 경우는 불연속적으로 증가하였다. 수화중(水和中) 보리곡립(穀粒)의 경도변화(硬度變化)는 1차반응에 속하였으며 반응속도상수는 도정수율이 감소할수록 증가하였다. 온도별 반응속도상수는 Arrhenius방정식에 의거하여 변화하였으며 활성화에너지는 도정한 보리의 경우 $5.1{\sim}7.8Kcal/mole$, 도정하지 않은 보리의 경우 13.3Kcal/mole이었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.309-312
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• 2000

Nonuniform temperature distribution due to hydration heat induces thermal stress in mass concrete. At early ages, such thermal stress may induce thermal cracks which can affect on the durability ad safety of the structure. Steel fiber reinforced concrete may be useful when a large amount of energy has to be absorbed, when a high tensile strength and reduced cracking are desirable, of an improvement of thermal conductivity is desirable. In LG IPP Project, the upper part(50cm) of turbine foundation was replaced with steel fiber reinforced concrete to reduce the thermal crack induced by hydration heat. It was shown that the thermal crack control could be successfully achieved by steel fiber reinforced concrete.

• International Journal of Concrete Structures and Materials
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• 제5권1호
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• pp.3-10
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• 2011

Theoretical models for prediction of the mechanical properties of cement mortar are developed based on the morphology and interactions of cement hydration products, capillary pores and microcracks. The models account for intermolecular interactions involving the nano-scale calcium silicate hydrate (C-S-H) constituents of hydration products, and consider the effects of capillary pores as well as the microcracks within the hydrated cement paste and at the interfacial transition zone (ITZ). Cement mortar was modeled as a three-phase material composed of hydrated cement paste, fine aggregates and ITZ. The Hashin's bound model was used to predict the elastic modulus of mortar as a three-phase composite. Theoretical evaluation of fracture toughness indicated that the frictional pullout of fine aggregates makes major contribution to the fracture energy of cement mortar. Linear fracture mechanics principles were used to model the tensile strength of mortar. The predictions of theoretical models compared reasonably with empirical values.

• Bulletin of the Korean Chemical Society
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• 제27권12호
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• pp.2028-2036
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• 2006

The combined ab initio and vibrational predissociation (VP) spectroscopic studies on methylammonium-$(water)_4$ complex aimed at understanding the hydration behavior of an amphiphilic ion core are described. The ab initio calculations predicted eleven low-energy isomers forming cyclic, tripod, chain, and caged structures, and their relative stabilities, total hydration energies and thermodynamic functions at 298 K and 150 K. The excellent correlation between the observed VP spectra and ab initio spectra for bonded N-H, bonded O-H and free O-H stretches suggested co-existence of five cyclic isomers and two non-cyclic isomers in ion beam at 150 K, consistent with the trends of calculated Gibbs free energies.

• Bulletin of the Korean Chemical Society
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• 제31권11호
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• pp.3291-3296
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• 2010

A gelastatins (1), natural MMP inhibitors, and their hydroxamate analogues (2) in TACE enzyme evaluated for discovery of potent TACE inhibitors. We have employed molecular dynamics simulations to compute the relative free energy of hydration and binding to TACE for gelastatin (1) and its hydroxamate analogue (2). The relative free energy difference is directly described in this article using the free energy perturbation approach as a means to accurately predict the TACE inhibitor of gelastatin analogues. The results show that the good agreement between the experimental and theoretical relative free energies of binding, gelastatin hydroxamate (2) binds stronger to TACE by -3.37 kcal/mol. The desolvation energy costs significantly reduced binding affinity, hydroxamate group associated with high desolvation energy formed strong favorable interactions with TACE with more than compensated for the solvation costs and therefore led to an improvement in relative binding affinity.

• 공업화학
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• 제21권3호
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• pp.349-352
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• 2010

이산화탄소 저감을 위한 바이오에너지의 개발이 활발히 진행되고 있는 가운데 본 연구에서는 산당화과정을 이용하여 볏짚으로부터 셀룰로스 에탄올의 제조공정을 해석하고자 하였다. 전처리 과정으로는 초음파에너지를 이용한 수화과정과 10~30 wt%의 황산을 이용한 산당화과정을 진행하였으며, 발효과정에서는 10~50 wt%의 효모를 이용하여 3~6 일간 발효시켜 셀룰로스 에탄올 수율을 결정하였다. 최적 전처리조건으로는 375W의 초음파세기로 30 min 간 수화시킨 후 20 wt%의 황산을 이용하여 산당화과정을 2 h 동안 진행하는 것을 추천할 수 있으며, 30 wt%의 효모를 이용하여 3일간 발효하는 것이 가장 높은 셀룰로스 에탄올 수율을 얻을 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.199-204
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• 1998

To analysis the failure character of Low-Heat concrete which is used to prevent the thermal crack caused by hydration heat, static loading test was performed by this test method, "Determination of the Fracture Energy of Motar and Concrete by Means of Three-Point Band Tests on Notched Beam" (suggested by RILEM 50-FMC Committe). This study compared and analysised the fracture energy of Mode I (opening mode), the most general pattern in the view of water-cemente ratio(W/C), compressive strength and age of Ordinary Portland Concrete and Low-Heat Concrete under the same mixture. The test results show that the case of Ordinary Portland Concrete and Low-Heat Concrete, low Water-Cemente ratio(W/C) cause the increase of fracture energy, and high failure-strength decrease failure-deflection, and the fracture energy of Low-Heat Concrete is similar to Ordinary Portland Concrete as the age increase. increase.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.78-79
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• 2021

It is necessary to calculate Apparent Activation Energy(Ea) in order to apply the equivalent age formula to predict compressive strength using the maturity method. For carbon reduction, it is necessary to consider the change of Ea by condition of GGBFS concrete, which is widely used today. In this study, as a basic study for the design of the compressive strength model of GGBFS concrete, the apparent activation energy of the GGBFS mixed paste was calculated through a calorimeter. The experiment was carried out at a hydration temperature of 10 to 30℃ with a paste test specimen having a GGBFS content of 0 to 80%. As a result, the GGBFS replacement rate of the paste increased, and Ea tended to increase as the temperature decreased.

• 한국세라믹학회지
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• 제53권1호
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• pp.116-121
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• 2016

The amount of carbon dioxide ($CO_2$) released while producing building materials is substantial and has been targeted as a leading contributor to global climate change. One of the most typical methods of reducing $CO_2$ in building materials is the addition of slag and fly ash, like pozzolan material another method is to reduce $CO_2$ production by developing carbon negative cement. MgO-based cement from the low-temperature calcination of magnesite required less energy and emitted less $CO_2$ than the manufacturing of Portland cements. It is also believed that adding reactive MgO to Portland-pozzolan cements can improve their performance and also increase their capacity to absorb atmospheric $CO_2$. In this study, basic research on magnesia cement using $MgCO_3$ and magnesium silicate ore (serpentine) as the main starting materials, as well as blast furnace slag for the mineral admixture, was carried out for industrial waste material recycling. In order to increase the overall hydration activity, $MgCl_2$ was also added. In the case of the addition of $MgCl_2$as accelerating admixture, there was a promoting effect on the compressive strength. This was found to be due to the production of needle-like dense Mg-Cl hydrates. Mgnesia cement has a high viscosity due to its high specific surface area therefore, when the PC-based dispersing agent was added at a level of more than 1.0%, it had the effect of improving fluidity. In particular, the addition of $MgCl_2$ in magnesia cement using $MgCO_3$and magnesium silicate ore (serpentine) as main starting materials led to a lower expansion ratio and an increase in the freeze-thaw resistance finally, the addition of $MgCl_2$ as accelerating admixture led to good overall durability.

• 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.