• 한국가구학회지
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• 제26권3호
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• pp.262-266
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• 2015

This study was carried out to analyze the surface color change according to the weathering time. The surface color of material was one of evaluation indexes in exposure experiment. For the purpose, accelerated weathering test was performed with wood. The weathering time level was composed with 0, 500, 1000, 1500 and 2000 hours and color difference was estimated with the color difference meter. The surface color was changed to 500 hours that lightness and redness were decreased and yellowness was increased. However it did not changed after 500 hours. It means that the surface color could be the evaluation index of deterioration of the wood but it means very little after certain time.

• 한국구조물진단유지관리공학회 논문집
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• 제7권2호
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• pp.141-148
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• 2003

Concrete surface is a part that resists chiefly to carbonation by carbonic acid gas, affluence of rainwater and air, deterioration by freezing thawing, salt damage by seawater, and other chemical erosion etc. Therefore, this research analyzed physical characteristic and durable characteristic of concrete eliminated glut water and bubble of concrete surface using CON-SILK that is permeated with dehydration. As a research result, concrete using CON-SILK was improved, in comparison with concrete using general formwork, in physical performance and durability of concrete, as surface hardness, carbonation resistivity, and salt content permeation resistivity etc. Therefore, we could know that it is effective to use CON-SILK in performance elevation of concrete surface.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2003년도 추계학술대회 논문집 Vol.16
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• pp.216-219
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• 2003

This paper presents the analyzing method for surface temperature distribution of a cast-resin transformer. For the study, the surface temperature of the transformer winding was measured and analyzed by a infrared thermography system. Alternating voltages were applied to simulate deterioration of the specimen transformer, and the hot-spot on the transformer surface was measured to analyze the condition for the winding. The hot line condition measured to the changes in surface temperature using infrared thermography camera and was set up the based of diagnostic method of the electric power apparatus. The results ould show the possibility of remote diagnosis using internet.

• 한국강구조학회 논문집
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• 제17권2호통권75호
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• pp.139-149
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• 2005

소성설계에 있어서 국부좌굴 후의 거동은 매우 중요한 고려사항이며, 최종 붕괴상태에 이르는 거동을 설명한다. 지진과 같은 복잡한 하중에 대하여 구조물의 실질적인 신뢰성을 얻기 위해, 국부좌굴 이후의 구조물의 점진적인 소재의 약화와 강성과 강도의 감소, 에너지 소실능력을 평가하여야 한다. 본 연구에서는, two-surface 모델에 근거하여 반복 불비례 하중에서의 국부좌굴 후 거동을 예측하기 위하여 제시된 stress resultant model을 이용하여, 단순화된 국부좌굴해석모델을 제안하였다. 이 모델을 사용한 해석적 모멘트-곡률관계는 일정한 반복 사이클 내에서 실험결과와 적절히 부합하며, 내진설계에 있어 중요한 선형 분포된 에너지 감소를 제안 모델로부터 예측할 수 있다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.593-596
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• 2008

제설제는 눈이나 얼음을 제거하기 위해 사용되는 것이므로, 언제나 결빙과 융해 현상이 함께 일어나는 환경에서 사용된다. 물은 온도가 저하되어 콘크리트 내부에서 얼음으로 생성되고, 이로 인한 팽창효과가 콘크리트 내부의 공극에 의해 해소되지 않는 경우 파괴를 일으킨다. 이러한 결빙 현상이 제설제 살포와 함께 일어나는 경우 콘크리트의 열화 요인에서 알 수 있듯이 순수한 물의 결빙보다 훨씬 복잡하고 심각한 피해를 일으킨다. 특히, L형측구, 다이크, 난간방호벽, 중분대, 방음벽등의 소구조물은 염화물과 동결융해 환경에 직접적으로 노출되어 있어 콘크리트 표면이 박리되는 현상(scaling)과 철근부식 등을 일으켜 손상의 가속화로 구조물의 내구성이 급격하게 저하되어 콘크리트 표면에 표면보호재를 사용하고 있다. 본 연구에서는 콘크리트 소구조물의 동해 및 염해에 의한 중성화, 스켈링, 단면손실 등 피해에 대한 적정 보수방안 수립을 위해 콘크리트 표면보호재를 염수침지에 의한 동결융해시험 후와 촉진탄산화시험을 실시하여 부착강도 및 중성화깊이를 비교분석 하였다.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2008년도 추계학술논문발표회 논문집
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• pp.195-201
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• 2008

When reinforced concrete is subjected to high temperature as in fire, there is deterioration in its properties of particular importance are loss in compressive strength, cracking and spalling of concrete, destruction of the bond between the cement paste and the aggregates and the gradual deterioration of the hardend cement paste. Assessment of fire-damaged concrete usually starts with visual observation of color change, cracking and spalling of the surface. In this paper, it was reported the trends of research and practical use on the Explosive Spalling Properties of the High-Strength Concrete.

• 보존과학연구
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• 통권25호
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• pp.133-150
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• 2004

Once the object has been excavated at underwater condition, it should be subjected to condition that may cause its deterioration. Therefore, it is important that the object immediately keeps stable environment. It means that the object was excavated at underwater and it exposed the deterioration condition, as soon as possible it was not dried on surface, especially metallic and organic material. Iron objects is particularly notorious for rapid disintegration that it kept wet or stored in a stable environment. Ceramics, glass and stone were handled carefully that it prevented physical damage by mishandling. Organic materials of wood, leather, rope, bone must not be allowed to dry out because the creaking, shrinking and warping are well known disintegration. Therefore objects is basis of keeping stable condition in on-site and then it will have to pass through a detailed conservation process in the laboratory.

• 한국건축시공학회지
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• 제14권4호
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• pp.359-368
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• 2014

Photocatalytic cement has been receiving attention due to its high oxidation power that reduces nitrogen oxide, thus contributing to a clean atmospheric environment. However, there has not yet been a thorough investigation on the effect of photocatalytic reactions on the durability of cementitious material, the parent material. In this study, photocatalytic cement samples were exposed to nitric oxide gas and UV along with cycles of wetting and drying to simulate environmental conditions. The surface of samples was characterized mechanically, chemically, and visually during the cycling. The results indicate that that the photocatalytic efficiency decreased with continued NO oxidation. The pits found from SEM indicated that chemical deterioration, such as acid attack or leaching, did occur. However, this was not confirmed by X-ray diffraction. The hardness was not affected, probably due to the formation of CSH as evidenced by the XRD pattern. In conclusion, it was found that photocatalysis could alter cementitious materials both chemically and mechanically, which could further affect long-term durability.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.835-840
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• 2002

Chloride ions have a tendency to penetrate into concrete and proceed the corrosion by depassivating rebar surface. Thus tire deteriorated concrete is subject to experience severe degrading of durability under marine environment. In this study, concrete structures exposed to reclaimed marine land wet-e investigate to find out the salt attack along with analysis and review of it's cause. Under the reclaimed marine land, the main causes of deterioration of concrete structures is the steel corrosion due to the Penetration of chlorides and the deterioration of outer concrete itself by chemical attack.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2002년도 학술.기술논문발표회
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• pp.7-10
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• 2002

Concrete used up to date semipermanent architecture material but now day concrete early deterioration emboss social issue because of construction structure and environmental factor. so, many study of deterioration concrete construction improve durability used impregnation alkalization agent. In These to Study of derelop reoairmeat material in reduce carbonation. xoncrete Building use Alkalinity Recovery Agent which is Realkalinity and strength surface. Alkalinity Recovery Agent undisposed application volume and cure the concrete period. To study Alkalinity Recovery Ahent spray and cure the concrete propriery in field.