• Computers and Concrete
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• 제12권1호
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• pp.53-64
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• 2013

The curing temperature is known to influence the rate of mechanical properties development of early age concrete. In realistic sites the temperature of concrete is not isothermal $20^{\circ}C$, so the paper measured adiabatic temperature increases of four different concretes to understand heat emission during hydration at early age. The temperature-matching curing schedule in accordance with adiabatic temperature increase is adopted to simulate the situation in real massive concrete. The specimens under temperature-matching curing are subjected to realistic temperature for first few days as well as adiabatic condition. The mechanical properties including compressive strength, splitting strength and modulus of elasticity of concretes cured under both temperature-matching curing and isothermal $20^{\circ}C$ curing are investigated. The results denote that comparing temperature-matching curing with isothermal $20^{\circ}C$ curing, the early age concretes mechanical properties are obviously improved, but the later mechanical properties of concretes with pure Portland and containing silica fume are decreased a little and still increased for concretes containing fly ash and slag. On this basement using an equivalent age approach evaluates mechanical properties of early age concrete in real structures, the model parameters are defined by the compressive strength test, and can predict the compressive strength, splitting strength and elasticity modulus through measuring or calculating by finite element method the concreted temperature at early age, and the method is valid, which is applied in a concrete wall for evaluation of crack risking.

• 한국세라믹학회지
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• 제29권3호
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• pp.177-182
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• 1992

The effect of heat-treatment temperature on the microwave absorbing properties was investigated in Ni0.8Zn0.2Fe2O4 specimens. The composite specimens were prepared by modling and curing the mixture of prereacted ferrite powder and silicone rubber. The measurement of complex permeability and permittivity was made by the reflection/transmission method. The most sensitive material constants with heat-treatment temperature is the imaginary (loss) component of permeability. The higher the heat-treatment temperature, the greater the magnetic loss. The composite specimens with high magnetic loss exhibited superior microwave absorbing properties. The quantitative estimation of microwave absorbing properties were made by plotting the observed material constants on the calculated solution map of impedance-matching.

• The Journal of Advanced Prosthodontics
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• 제8권4호
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• pp.296-303
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• 2016

PURPOSE. The aim of this study was to evaluate whether there is any typical deformation pattern existing in complete denture when it was dried by using the 3D scanner and surface matching program. MATERIALS AND METHODS. A total of 28 denture bases were fabricated with heat curing acrylic resin (each 14 upper and lower denture bases), and 14 denture bases (each 7 upper and lower denture bases) were stored in the water bottle (water stored), and another 14 denture bases were stored in the air (dry stored). Each specimen was scanned at $1^{st}$ day after deflasking, $14^{th}$ day after deflasking, and $28^{th}$ day after deflasking, and digitalized. Three dimensional deformation patterns were acquired by comparison of the data within storage group using surface matching program. For evaluating differences between groups, these data were compared statisticallyusing Kruskal Wallis and Mann Whitney-U test (${\alpha}$=.05). RESULTS. When evaluating 3D deformation of denture base, obvious deformations were not found in maxillary and mandibular water storage group. However, in dry stored group, typical deformation pattern was detected as storage time passes. It occurred mostly in first two weeks. Major deformations were found in the bilateral posterior area in both maxillary and mandibular group. In maxillary dry stored group, a statistical significance was found. CONCLUSION. It was proved that in both upper and lower denture bases, dry storage caused more dimensional deformation than water storage with typical pattern.

• 한국도로학회논문집
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• 제13권1호
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• pp.177-183
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• 2011

VES-LMC(Very-Early Strength Latex Modified Concrete)는 콘크리트의 내구성 향상에 기여하는 SB라텍스를 첨가한 신속개방형 보수보강재로서로 교면재포장 및 콘크리트포장 보수에 적용되고 있다. 그러나 VES-LMC의 밝은 색상은 운전자에게 시각적 부담을 유발하여 주행성을 저하시킬 수 있어, 심리적 안정 도모를 위해 VES-LMC의 색상을 인접한 아스팔트 포장구간과 유사한 흑색으로 개발할 필요성이 대두 되었다. 따라서 본 연구에서는 흑색안료인 카본블랙을 시멘트량 대비 2% 첨가한 흑색 VES-LMC에 대한 현장 적용성 및 공용성을 평가하고자 하였다. 현장 적용결과 흑색 VES-LMC는 기존 VES-LMC와 비교하여 작업성, 슬럼프, 공기량 등에는 변화가 없었으며 양생 4시간에서는 20MPa 이상을 발현하였다. 공용성 평가결과 흑색 VES-LMC는 일반콘크리트와 아스팔트포장 구간에 비하여 온도응력발생량이 가장 적은 것으로 평가되었으며, 이것은 콘크리트의 안정성을 의미한다. 특히 결빙시 영하권에서도 상온을 유지하여 도로결빙을 예방하고 융빙을 촉진할 수 있을 것으로 기대된다.