• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.931-934
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• 2008

Polyurethane apply to the waterproof widely. Polyurethane rubbers are prepared that the influences of a thermal aging on the properties are investigated. Polyol and Polyisocyanate were varied ratio in the range mixed by using individual product that was vulcanized by a hot. The waterproofs of Polyurethane were investigated about tensile strength, tear strength and elongation after the thermal Aging for 168, 336, 504 hrs at 70$^{\circ}$C and 80$^{\circ}$C in the air oven. As the increase of the thermal aging time, tensile strength, tear strength and elongation were reduced.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.17 no.2
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• pp.66-72
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• 2003

The global assessment system for medium voltage power cable systems has been developed The minimum purpose of diagnostic activity is the economic discrimination and maintenance of bad cables which is likely to cause cable system failure. I have adapted the Aging Time Constant Method to construct the power cable assessment system for the diagnostic purpose. From the field application test and breakdown test results, it could be concluded that the diagnostic system was successful art convenient for the discrimination and maintenance of the bad cables, which is likely to fail sooner or later, economically.

• Journal of the KSME
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• v.32 no.4
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• pp.335-339
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• 1992

보일러 튜브의 열화원인에 근거하여 수명을 평가하는 방법 중 실제 현장에서 실용화되고 있는 방법들에 대하여 개략적이나마 기술하여 개념을 정립코자 하였다. 그러나 실제 보일러는 설비가 방대할 뿐만 아니라 사용조건이 가혹하여 수명예측을 위한 평가기술만으로 설비를 사고없이 안 전하게 운용하기는 대단히 힘들다. 또한 기술분야도 재료, 강도, 설계, 부식, 연소 등 대단히 광 범위하여 많은 관련자를 필요로 하므로 설계자, 제작자, 사용자, 연구자 및 기능 분야 등이 독 립적이고 종합적인 협조하에서만 사고를 예방할 수 있다. 따라서 경년열화 및 수명평가 연구에 관심이 있는 각 분야의 종사자들이 꾸준히 함께 노력 할 때만이 우리 나라 장치산업의 운용기술 축적이 가능하리라 여기며 상호간의 노력을 다짐한다.

• Journal of the Korea Concrete Institute
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• v.23 no.5
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• pp.647-656
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• 2011

In radioactive waste repositories constructed in underground, concrete member could be in contact with groundwater for a long time. However, this pure water creates concentration gradients which lead to the diffusion of Ca ions from the pore water and the degradation of underground concrete. Therefore, this study is aimed at investigating the alteration of pore structure and loss of compressive strength associated with dissolution. The results showed that as the leaching period became longer, the pore volume within 50 nm to 500 nm in diameter is greatly increased. Also, the volume of pores larger than 200 nm rapidly increased during initial leaching time and those below 200 nm gradually increased. Furthermore, the compressive strength gradually decreased with increase of degraded thickness. The residual strength of the degraded concrete with OPC was in the range of 33% to 58%.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.4
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• pp.22-32
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• 2014

Durability is one of the most important and attractive subjects in concrete research field because not only durability of concrete is reduced by various degradation factors but also its reduction adversely influences the structural performance and service life of concrete structure. For this reason, a considerable amount of papers associated with concrete durability have been published and those researches were mainly focused on the changes of intrinsic properties of concrete due to chemicophysical degradations. However, the relationship between durability of concrete and structural behavior of concrete member has not been well established yet. In this study, calcium leaching degradation, a cause of concrete strength reduction, was dealt with. The experiments of compressive and flexural behavior of degraded concrete member were performed to evaluate the characteristics of structural behavior according to degradation level. Finally, the results from the experiments were compared with those obtained from nonlinear FEM analysis. The results from this study clearly showed that leaching degradation leads to decrease in compressive strength and compressive behavior evolves from brittle to ductile failure pattern during the degradation process. Load capacity and flexible rigidity of the degraded RC member decreased when the degradation level increased, in compressive zone. Additionally, it was found that the values from nonlinear FEM analysis, CDP model in ABAQUS, coincided well with the experimental results.

• Proceedings of the KIEE Conference
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• summer
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• pp.512-514
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• 2004

배전급 전력케이블의 장기수명특성 평가를 위한 기초자료를 확보하기 위해 고창 배전 실증시험장내에 장기열화시험을 수행할 수 있는 실증시험설비가 구축되었다. 이 설비를 안전하고 효과적으로 관리 운영하기 위해 원격감시제어기능, 자동운전기능 및 열화데이터의 효과적이 처리기능이 포함된 장기열화설비 자동화시스템의 구축이 필요하였다. 따라서 본 논문에서는 새롭게 개정된 한전 표준구매규격과 참고규격인 개정판 AEIC CS5 규격에 맞게 구축된 배전급 전력케이블 장기 열화시험설비를 원격감시제어, 자동운전 및 열화 데이터의 저장 및 처리가 가능한 전력케이블 장기열화설비 자동화시스템의 하드웨어 구성 및 MMI (Man-Machine Interface)화면의 구성방안에 대하여 기술하였다. 본 자동화시스템을 이용해 기존의 간이 차수형 CNCV케이블의 AEIC규격 수트리시험을 안전하게 수행하였다.

• Journal of the Korean Society for Nondestructive Testing
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• v.19 no.4
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• pp.288-293
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• 1999

The integrity of the turbine rotors can be assessed by the coercive force and Vickers hardness of the aged rotors at service temperature. The coercive force measurement system was constructed in order to evaluate material degradation nondestructively. The test specimen was 1Cr-1Mo-0.25V steel used widely for turbine rotor material, and then the seven kinds of specimens with different degradation levels were prepared by the isothermal heat treatment at $630^{\circ}C$. The coercive force of the test materials was measured at room temperature. Vickers hardness and coercive force decreased with the increase of degradation. The relationship between Vickers hardness and coercive force was investigated. The degradation of test material may be determined nondestructively by the relationship between Vickers hardness and coercive force.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.23 no.6
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• pp.104-108
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• 2009

The insulation aging characteristics and structural analysis test were performed to analyze the correlations among the insulation deterioration, diagnostic results and the breakdown strength for the underground power cables. From the results of the degree of crosslinking test, hot-oil test etc., it could be confirmed that there were no manufacturing defects in the power cables under test. From the results of the water tree test and chemical structural analysis, it could be confirmed that the aging status of cable under test were very poor, especially for B-Phase and the degree of aging was increased in the orders of A, C and B-phase. From the above results, it could be concluded that the insulation aging characteristic analysis results were well consistent with the diagnostic and breakdown test results, and also confirmed that the diagnostic system under consideration was successful to discriminate the bad cables which is likely to cause cable system failure.

• Journal of Conservation Science
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• v.31 no.4
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• pp.373-386
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• 2015

This study identified degradation properties by temperature stress with Araldite$^{(R)}$ AY103-1/HY956 used for ceramics. Tensile and compressive strength of durability increased for 6,480 hours at temperature of $34{\sim}45^{\circ}C$. In stability of external stress and temperature, compressive strength is superior to tensile strength, it requires conservation plans considering strength properties and stress of restoration materials. The tensile shear strength of adhesion properties decreased for 4,320 hours at temperature of $40{\sim}60^{\circ}C$. In ceramics with porosity, environments under isothermal-isohumidity are important because interfacial properties of adherend are concerned with performance variation. Glossiness decreased for 6,480 hours at temperature of $34{\sim}45^{\circ}C$ and color difference increased. Gloss stability was superior and color stability was weak, which requires improvement of optical properties. In artifacts on display in museums, there is concern about temperature rise on restoration materials by lighting therefore, it needs to minimize change in physical properties by exposure environments.

• The Journal of Engineering Geology
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• v.23 no.4
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• pp.341-352
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• 2013

The physical and mechanical properties of red shale and black shale exposed in the Daegu area were investigated in tests conducted to determine unit weight, absorption ratio, porosity, ultrasonic velocity, unconfined compressive strength, point load strength, slake durability index, and deterioration characteristics. XRD, XRF, and SEM analyses were also performed on the shale specimens. While the unit weights of the two shales were similar, the absorption ratio and porosity were higher in the red shale than in the black shale. Despite the higher porosity of the red shale, the ultrasonic velocity, compressive strength, and point load strength were higher in the red shale, which is an unexpected result that may be due to the presence of fine laminations in the black shale. The deterioration rate, as determined from the point load strength and the slake durability index, increased with increasing immersion time and with the acidity of the immersion liquid. The deterioration rate was higher for the red shale than for the black shale because of the higher porosity of the former.