• Journal of the Korea Concrete Institute
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• v.24 no.5
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• pp.585-596
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• 2012

In this study, the flexural characteristics of reinforced polymer concrete T-beams strengthened with GFRP, typically used for bridges and parking structures, are investigated. A method to determine the flexural failure mode of reinforced polymer concrete T-beams comprised of compression failure (CF), tension failure (TF), and fiber sheet failure (FF) for different levels of GFRP strengthening is proposed. Moreover, the present study provides a formula to calculate the design flexural strength for each failure mode. In reinforced polymer concrete T-beams strengthened with GFRP, an ideal failure mode can be achieved when the failure occurs in the following order: 1) yield of steel reinforcement, 2) failure of GFRP, and 3) compression failure of concrete. In the case of FF mode, due to GFRP failure before the polymer concrete crushing in compression region, a concept of equivalent rectangular block based on the ultimate limit state of concrete should not be used. Thus, this study suggests an idealized stress-strain curve for polymer concrete and finds parameters for stress block, ${\alpha}$ and ${\beta}$ based on the strain distribution in polymer concrete. Furthermore, the present study suggests an aspect ratio of 2.5 by examining the compressive stress distribution and design flexural strength characteristics for different aspect ratio of T-beams. This study also provides a design flexural strength formula, and validates its acceptability based on experiment and theoretical analysis.

• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.1195-1196
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• 2015

최근 급격한 산업사회의 발달로 인해 전력기기의 종류와 설치개수가 꾸준히 증가하고 있다. 수많은 고전압 전력기기의 운용으로 인해 발생되는 온실가스는 지구온난화와 같은 환경파괴를 유발시키는 등의 문제를 발생시키고 있다. 고전압 전력기기의 전기적 절연을 위해 주로 사용되는 SF6와 같은 기체 절연체는 온실가스를 유발시키며, 현재 여러 나라에서는 고전압 전력기기로부터 방출되는 CO2의 양을 최소화하기 위한 많은 연구가 진행되고 있다. 특히, 일본 교토에서 180여개의 국가가 온실가스 감축의 의무를 나누고자 교토의정서를 채택하였고, 온실가스를 유발하는 SF6를 대체할 수 있는 친환경 기체 절연체에 대한 연구가 활발히 진행 중이다. 그 중에서도 본 연구에서는 친환경 기체 절연체인 Dry-air의 절연파괴와 부분방전 개시전압 특성을 분석하였다. 다양한 구 전극의 크기와 전극 사이 간격 조건에서 AC 절연파괴 및 부부방전 개시전압에 대한 실험을 수행하였다. 또한, 유한요소해석을 통해 산출한 전계 이용률을 고려하여 절연파괴와 부분방전 개시전압에 대한 특성을 분석하였다. 실험결과, 구 전극의 크기와 전극 사이 간격이 증가할수록 절연파괴와 부분방전 개시전압의 크기가 커지는 것을 알 수 있으며, 부분방전이 먼저 개시되고 절연파괴로 이어는 경향을 확인할 수 있었다. 또한, 전계 이용률이 0.52 이상에서는 부분방전이 개시되지 않고 곧바로 절연파괴로 이어지는 것을 확인할 수 있었다.

• Journal of Navigation and Port Research
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• v.26 no.4
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• pp.435-440
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• 2002

The quantitative assessment of the effect of the residual stress on fracture behavior was executed by some experiment and numerical analysis. First of all, artificial residual stresses were imposed on CT(Compact Tension) specimens by local heating using gas torch, and an appropriate distribution of residual stresses was obtained by thermal elastic-plastic FE analysis. To certify the result of the FE analysis, an experimental measurement was performed in accordance with ASTM standard. Fracture toughness test was executed on the several types of specimens. The first type was the specimen without residual stresses, and the others had different peak value of compressive residual stress at crack front via controlling the heat flux. All the test results were presented on th J resistance(JR) curves and discussed to verify the effect of compressive residual stresses on fracture behavior.

• Tunnel and Underground Space
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• v.28 no.6
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• pp.569-583
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• 2018

The purpose of this study is to identify the collapse characteristics by analyzing various factors causing collapse based on field survey and existing data on rock slopes occurring in the construction of roads and industrial complexes in Gyeongsangnam - do area. In the case of the slope where the slope has been directly surveyed, the analysis of the collapse characteristics can be used for the prediction and prevention of slope failure through the continuous collection of the slope data, database construction, management and analysis. The evaluation items used in the collapse characteristics of slope were selected among the items that can be regarded as objective evaluation items among the overlapping factors by comparing the evaluation items frequently used for the evaluation of the existing slope stability among various factors. The type of destruction of the rock slope depends on the type of carcass of the bedrock, such as planar fracture, wedge fracture, onho fracture, and conduction fracture, which are different from each other. And the slope stability analysis should be performed accordingly.

• Journal of Korean Society of Steel Construction
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• v.15 no.1
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• pp.41-50
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• 2003

Nondestructive Damage Evaluation (NDE) techniques yield the damage location and its size from the modal characteristics of pre-damaged and post-damaged structures. To predict the system reliability of the aging structure, results from the NDE are integrated into the element/component failure probabilities. The element/component failure probabilities can be calculated from failure functions for each element/component with the aid of techniques from a structural reliability analysis. In this paper, a method to estimate the system reliability of a structure that is based on the reliabilities of elements/components in a given structure is presented. The efficacy of the combination of the nondestructive damage detection and the structural reliability evaluation is demonstrated using pre-damaged and post-damaged modal data obtained from numerical simulations of a rigid frame.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.225-228
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• 2008

In case of nonlinear analysis for reinforced concrete structure, the characteristics of the failure, which are depend on loading conditions, such as tension splitting, compression crushing and shear distortion should be considered. On the analytical evaluation for the failure behavior of these, the finite element techniques is the most widely used. After the maximum load, however, an analytical results by finite element technique are depending on the size of the element. In this study, integral nonlocal model which is one of those study for overcoming the element sensitivity and dependancy, used for the failure analysis of box culvert specimen. Comparing on the experimental and analytical results, validity and reliability of integral nonlocal model are investigate.

• The Journal of Engineering Geology
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• v.12 no.3
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• pp.295-303
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• 2002

The stability of rock slopes is closely related to the factors such as: type of rock, development of geological structures, weathering, characteristics of rock, and the shape of the geological features. When we design the rock slope, the slope stability is determined by the discontinuity causing the circular, plane or wedge failure. The failure happens when the slope is under the unstable geological condition. But in some cases, slope failure has occurred even though the slope is under stable geological conditions. In this respect, this paper presents the plane failure conditions for domestic rock slopes through research of sites where slope failure has occurred regardless of whether or not it satisfied the stable geological conditions.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.5 no.2
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• pp.41-50
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• 1985

The mathematical analysis of the outflow hydrograph resulting from earth dam-break was studied. DBFW(Dam Break Flood Wave) model based on the breach mechanism and reservoir storage equation was developed and was applied to the Teton and Buffalo-Creek dam. The modeling results showed that the shape of outflow hydrograph, peak discharge and failure duration time had a good agreement with the data analyzed by NWS. The breach mechanisms which exert influence on the outflow hydrograph were consisted of geomorphological characteristics of the reservoir, breach mode, breach width and failure duration time. The earth dams in Korea were classified into four types by the reservoir geomorphology, and water surface elevation-failure duration time-peak discharge relationships were also presented. The methodological procedure made in this paper will provide a basic contribution to dam-break study in river system.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.24 no.4
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• pp.103-109
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• 2010

In this paper, breakdown characteristics of soil in a coaxial cylindrical electrode system stressed by impulse currents were experimentally investigated. The breakdown voltage and current waveforms for 4 types of soils were measured, and the threshold electric field intensity, the time-lag to breakdown and the voltage-current (V-I) curves were analyzed and discussed. As a result, the breakdown voltage and current waveforms are strongly dependent on the grain size of soil, and the voltage and current waveforms for gravel and sand differ from those for silt and loess. The threshold electric field intensity Ec is increased in the order of gravel, sand, loess and silt. The V-I curves for all test samples show a 'cross-closed loop' of ${\infty}$-shape. Also, the time-lag to breakdown for gravel and sand are longer than those for silt and loess. It is expected that the results presented in this paper will provide useful information on the design of improving transient performance of a grounding electrode system subjected to lightning current considering the soil ionization.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2004.07b
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• pp.586-589
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• 2004

Ni 내부전극을 적용한 X7R의 온도특성을 가지는 고압용 적층 칩 캐패시터를 설계, 제작하였으며 제작된 캐패시터 신뢰성을 검토하였다. 고압용 캐패시터 설계시 절연파괴전압과 유전체 두께간의 최적의 두께가 있음을 볼 수 있으며 그린시트 두께 24 um의 경우 weibull 계수는 13.38, 단위 절연파괴전압은 70 [V/um]을 얻을 수 있었다. X7R 3216, 100 [nF] 정격전압 250[V] 캐패시터를 설계하여 절연파괴전압은 최고 1.29 [KV]인 고압용 칩 캐패시터를 제작하였다. 적층 칩 캐패시터 절연파괴 모드는 유전체 층간의 절연파괴와 더불어 내부전극과 외부 전극 또는 세라믹 소체와의 절연파괴 모드가 나타남을 볼 수 있다.