• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.6
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• pp.130-137
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• 2023

By using XRF (X-ray fluorescence), this study investigates the variation of chemical properties in cement pastes at elevated temperatures. High-temperature conditions were prepared by using an electric furnace, planning a total of 11 target temperatures ranging from room temperature to 1000 ℃. A standard library of geo-quant basic was applied for the analysis of 12 elements in cement paste, including Ca, Si, Al, Fe, S, Mg, Ti, Sr, P, Mn, Zn and K. The results revealed that, as the temperature increased, the proportion of each element in the cement paste also increased. With the exception of a few elements present in extremely low amounts in the cement pastes, the variation in the composition ratio of most elements exhibited a strong correlation with temperature, with an R-squared value exceeding 0.98. In this study, cement pastes exposed to normal and high-temperature environments were compared. The authors established that the reasons for the different results in this comparison can be explained from the same perspective as when comparing raw cement with cement paste. Furthermore, this study discussed the potentially most dominant parameter when investigating the properties of cement paste using XRF.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.421-421
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• 2012

Cu(In,Ga)$Se_2$ (CIGS) 화합물은 직접천이형 반도체로 열적으로 매우 안정하고 에너지밴드갭이 1.04 eV로 이상적인 값에 가깝고, 특히 높은 광흡수계수를 가지기 때문에 박막 태양전지로서 커다란 응용 잠재력을 갖고 있는 광흡수층 재료이다. CIGS 화합물 박막 태양전지의 효율은 연구실에서는 ~20%를 높은 효율을 보고하고 있으며, 모듈급에서도 ~13%의 효율을 보이고 있다. 그러나 CIGS 박막 태양전지를 대면적 또는 양산화에 적용하기 위해서는 20년 이상의 장기적인 수명을 보장할 수 있는 내구성을 갖추어야 한다. 본 연구에서는 CIGS 모듈의 장기적인 신뢰성을 평가하기 위해 CIGS PV 모듈을 대상으로 대표적인 고온 고습 조건인 IEC-61646 규격을 이용하여 $85^{\circ}C$/85% RH에서 1000시간 동안 가속시험이 수행되었고, 고온 환경하에서 모듈의 성능 저하에 미치는 영향을 고찰하기 위해 모듈을 $85^{\circ}C$에서 1000시간 노출시켰다. 두 종류의 가속 스트레스시험 후에 모듈들의 외형적인 노화현상 및 전기적 열화 성능을 분석하였다. 또한 모듈의 효율저하의 원인을 규명하기 위해 모듈 구성 재료 중 충진재료로 사용하는 EVA sheet와 투명전극 AZO를 대상으로 고장분석을 수행하였다. AZO의 미세구조 관찰, 결정상 분석, XPS 분석 및 전기적 분석과 EVA sheet의 FT-IR 분석과 TG-DSC 분석들을 종합하여 CIGS PV 모듈의 성능저하의 원인을 규명하였다.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.422-422
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• 2012

투명전극 산화막은 태양전지, 평판 디스플레이 등의 투명전극과 같은 광전자 소자에 사용되고 있다. 투명 전도성 산화막으로서 ITO (Indium tin oxide)는 높은 투과도, 낮은 비저항, 높은 일함수 등의 장점을 가지고 있어서 그동안 널리 사용되어 왔다. 그러나 In의 희소성으로 인한 고가격 문제 때문에 이를 대체하기 위해 불순물을 도핑한 ZnO (Zinc oxide)에 관한 연구가 활발히 진행되어 왔다. ZnO의 전기전도도를 높이기 위해 일반적으로 Al, Ga, B와 같은 3족 원소가 ZnO의 n형 도펀트로 널리 사용된다. 그 중에서 Al은 반응성이 커서 박막 증착 중에 산화되기 쉬운 반면 낮은 생산단가, 우수한 전기적 및 광학적 특성을 보이기 때문에 투명 전극으로서 Al-doped ZnO (AZO)가 많이 이용되고 있다. 본 연구에서는 rf 마그네트론 스퍼터링 공정을 이용하여 glass 기판 위에 Al-doped ZnO (AZO) 투명 전도막을 증착하였고, 수명 및 신뢰성에 영향에 미치는 주요 인자로서 온도, 온도 사이클 및 습도에 따른 AZO 박막의 열화 특성에 대한 연구를 진행하였다. 또한, 온도 사이클, 고온 및 고온고습 환경에 장시간 노출된 AZO 박막들의 성능 저하 원인들을 미세구조 관찰, 전기적 및 광학적 특성 변화들을 연계하여 규명하고자 하였다.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.494.1-494.1
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• 2014

태양광은 세계적으로 유망한 에너지 중의 하나이며, 태양광 모듈은 실제 옥외 조건에 따라 다르지만 장기 신뢰성과 수명을 보장하기 위해 최소 20년 이상을 안정적으로 작동될 필요성이 있다. 하지만 실제 태양전지는 옥외에 장기 노출됨에 따라 성능이 저하되며, 그 원인으로는 셀 균열, 부식, 접착 강도 손실 및 박리, 그리고 변색 등이 있다. 본 논문에서는 부식으로 인한 성능 저하를 완화하기 위해 희생금속을 이용하여 태양전지 모듈의 성능 향상에 대해 연구하였다. 태양전지는 4 cell 결정질 실리콘 태양전지 미니 모듈을 이용하였고, 희생금속의 영향을 확인하기 위해 두 종류의 시료를 준비하였다. 한 시료에는 Al 희생금속을 태양전지 리본 위에 부착하였으며, 나머지 한 시료는 비교 시료로 Al 희생금속을 부착하지 않았다. 시료는 $85^{\circ}C$ 85%의 상대습도인 고온고습 조건에서 2500시간을 진행하였다. 그리고 2500시간의 고온고습 시험이 진행된 시료의 전기적 특성을 분석하였다. 시험 결과, 희생금속이 없을 경우 28.8%의 출력 저하가 있었으며, 희생금속이 있을 경우 19.3%의 출력 저하가 확인되었다. 또한, 희생금속이 없을 경우, 충실도는 21.5% 감소하였으며, 단락전류 역시 약 6% 정도 감소하였다. 반면, 희생금속이 있을 경우, 충실도는 16.1%로 감소하였고, 단락전류는 거의 변화가 없었다.

• Aerospace Engineering and Technology
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• v.6 no.1
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• pp.157-164
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• 2007

For a GPS antenna to normally receive GPS satellite signals during full flight mission of a satellite launch vehicle, it should be installed on skin of the vehicle. The surface of a launch vehicle is drastically heated up due to aerodynamic heating effect during flight, so that the GPS antenna mounted on surface of the launch vehicle is directly exposed to extremely hot temperature environment. Hot temperature test specification of the GPS antenna, therefore, is severer than inner components. This paper describes that procedures and results of performance analysis of the GPS antenna for KSLV-I under hot temperature environment. The GPS antenna was not deformed physically and inner LNA(Low Noise Amplifier) operated normally without performance degradation.

• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.698-707
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• 2002

A review is presented of experimental studies on the strength performance of concrete exposed at short-term and rapid heating as in a fire and after cooling. Emphasis is placed on concretes with high original compressive strengths, that is, high-strength concrete(HSC). The compressive strength-temperature relationships from the reviewed test programs are distinguished by the test methods used in obtaining the data(unstressed, unstressed residual strength, and stressed tests) and by the aggregate types(normal or lightweight), The compressive strength properties of HSC vary differently with temperature than those of NSC. HSC have higher rates of strength loss than lower strength concrete in the temperature range of between 20$^{\circ}C$ to about 400$^{\circ}C$. These difference become less significant at temperatures above 400$^{\circ}C$ compressive strengths of HSC at 800$^{\circ}C$ decrease to about 30 ％ of the original room temperature strength. A comparison of lest results with current code provisions on the effects of elevated temperatures on concrete compressive strength and elastic modulus shows that the CEN Eurocodes and the CEB provisions are unconservative.

• Journal of the Korea Concrete Institute
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• v.23 no.4
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• pp.431-440
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• 2011

Concrete structures exposed to fire produce changes in their internal structure, resulting in their service life reduction due to the deterioration of its strength and performance capacity. The deterioration level are dependent on the temperature, exposure time, concrete mix proportions, aggregate property, and material properties. This study was performed to evaluate the thermal behavior of ultra-high strength concrete for the parameters of water to cement ratio (compressive strength), fine to total aggregate ratio, and maximum coarse aggregate size. At room temperature and $500^{\circ}C$, tests of ultrasonic pulse velocity, resonance frequency, static modulus of elasticity, and compressive strength are performed using ${\varnothing}100{\times}200\;mm$ cylindrical concrete specimens. The results showed that the residual mechanical properties of ultra-high strength concrete heated to $500^{\circ}C$ is influenced by variation of a water to binder ratio, fine to total aggregate ratio, and maximum coarse aggregate size.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.36 no.8
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• pp.889-895
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• 2012

Carbon fiber reinforced plastic (CFRP) composites have high specific stiffness and high specific strength. Therefore, they are increasingly being use, instead of conventional metallic materials in the aviation and automobile industries, where there is a strong demand for lightweight materials. In aircraft, the fuselage is exposed to severe conditions of high temperatures and high humidity. Therefore, it is necessary to estimate the strength of CFRP composites under real conditions from the viewpoint of aircraft safety. In this study, CFRP specimens were immersed in distilled water at $75^{\circ}C$ for a long time. Then, tensile tests were performed on these specimens, and the fracture characteristics of the fractured surfaces were analyzed using SEM. A fatigue test was performed on specimens immersed for 300 days with R=0.1, and it was confirmed that the fatigue life deteriorated in immersed specimens compared to specimens that were not immersed.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.4
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• pp.1-8
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• 2012

The aim of this study is to evaluate fire-induced damage for shield tunnel linings. Full-scale fire test was conducted to evaluate fire-induced damage. Residual compressive strength was measured on the core samples of shield tunnel lining subjected to high temperatures. Heating temperature was predicted by XRD and TG analysis. As a result, Strength degradation of concrete with temperatures can be evaluated by residual compressive strength of core samples. In addition, residual compressive strength can be estimated by previous studies if heating temperature is exactly predicted. It is possible that heating temperature is predicted by XRD and TG analysis at $450^{\circ}C$. For more accurate prediction of heating temperature it should be performed both instrumental analysis and analytical methods with temperatures ranging from $400{\sim}600^{\circ}C$.

• Composites Research
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• v.33 no.3
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• pp.101-107
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• 2020

This study investigates the characterization on the thermal insulation properties of silicon carbide coating on the C_f-C composites. The silicon carbide coatings by chemical vapor deposition on the C/C composites are prepared to evaluate thermal resistance. Firstly, we perform the basic insulation test by thermal shock at 1350℃ in air on the C/C composite and SiC-coated C/C composite. We also performed the burner tests on the surface of the composites at high temperatures such as 1700 and 2000℃, and the weight change after burner tests are measured. The damages on the surface of C/C composite and SiC-coated composite are observed. As a result, the SiC coating is beneficial to protect the C/C composite from high temperature even though damages such as defoliation, crack and voids are observed during burner test at 2000℃.