• 방사성폐기물학회지
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• 제14권1호
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• pp.11-19
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• 2016

This paper focuses on the estimation of durability and service-life of reinforced concrete structures in Wolsong Low- and intermediate-level wastes Disposal Center (WLDC) in Korea. There are six disposal silos located in the saturated environment. The silo concrete is degraded due to reactions with groundwater and chemical attacks, and finally it will lose its properties as a transport barrier. The infiltration of sulfate and magnesium, leaching of potassium hydroxide, and chlorine induced corrosion are the most significant factors for degradation of reinforced concrete structure in underground environment. From the result of evaluation of the degradation time for each factor, the degradation rate of the reinforced concrete due to sulfate and magnesium is $1.308{\times}10^{-3}cm/yr$, and it is estimated to take 48,000 years for full degradation while potassium hydroxide is leached in depth of less than 1.5 cm at 1,000 years after the initiation of degradation. In case of chlorine induced corrosion, it takes 1,648 years to initiate corrosion in the main reinforced bar and 2,288 years to reach the lifetime limit of the structural integrity, and thus it is evaluated as the most significant factor.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.196-203
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• 2008

Durability of geosynthetics for soil reinforcement is accounted for creep and creep rupture, installation damage and weathering, chemical and biological degradation. Among these, the long-term creep properties have been considered as the most important factors which are directly related to the failure of geosynthetic-reinforced soil(GRS). However, the creep test methods and strain limits are too various to compare the test results with each other. The most widely used test methods are conventional creep test, time-temperature superposition and stepped isothermal method as accelerated creep tests. Recently developed design guidelines recommend that creep-rupture curve be used to determine the creep reduction factor($RF_{CR}$) which is a conservative approach. In this study, the different creep test methods were compared and the creep reduction factors were estimated at different creep strain limits of 10% of total creep strain and creep rupture. In order to minimize the impact of creep strain to the GRS structures, the various creep reduction factors using different creep test methods should be investigated and then the most appropriated one should be selected for incorporating into the design.

• Structural Engineering and Mechanics
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• 제66권1호
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• pp.97-111
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• 2018

Cracking can lead to unexpected sudden failure of normally ductile metals subjected to a tensile stress, especially at elevated temperature. This article is raised to study the application of a composite material instead of the traditional carbon steel material used in the natural gas transmission pipeline because the cracks occurs in the pipeline initiate at its internal surface which is subjected to internal high fluctuated pressure and unsteady temperature according to actual operation conditions. Functionally graded material (FGM) is proposed to benefit from the ceramics durability and its surface hardness against erosion. FGM properties are graded at the radial direction. Finite element method (FEM) is applied and solved by ABAQUS software including FORTRAN subroutines adapted for this case of study. The stress intensity factor (SIF), temperatures and stresses are discussed to obtain the optimum FGM configuration under the actual conditions of pressure and temperature. Thermoelastic analysis of a plane strain model is adopted to study SIF and material response at various crack depths.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.593-596
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• 2008

콘크리트의 블리딩은 재료분리의 일종으로서 콘크리트 품질뿐만 아니라 내구성을 저하시키는 원인으로 작용한다. 본 연구에서는 콘크리트 블리딩에 영향을 미칠 것으로 예상되는 시멘트 및 믹싱시간의 두 요인의 변화에 따른 특성을 파악하여 블리딩 제어기술 확보를 위한 기초자료를 제공하고자 한다.연구결과에 의하면, 믹싱시간이 증가할수록 블리딩율도 증가하는 추세를 나타내고 있었다. 블리딩양(믹싱시간 90초)은 시멘트 특성에 의한 차이가 뚜렷하게 나타나고 있었으며, 콘크리트 특성값(블리딩율, 슬럼프 및 재령 3일 압축강도)은 믹싱시간과 비례적인 관계가 있었다. 또한, 슬럼프 손실율과 믹싱시간은 반비례적인 관계가 존재하였고, 압축강도값은 초기재령에서만 믹싱시간에 의한 영향을받고 있었다.향후, 최적 믹싱시간 도출을 위한 다양한 검토가 필요할 것으로 판단된다.

• 대한전자공학회논문지SD
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• 제48권8호
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• pp.45-52
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• 2011

플래시 메모리는 빠른 처리 속도, 비휘발성, 저전력, 강한 내구성으로 인해 최근 다방면에서 활용되는 비중이 점점 커지고 있고, 최근 비트 당 가격이 저렴해지면서 NAND 플래시 기반의 SSD (Solid State Disk)가 기존 기계적 메커니즘의 HDD(Hard Disk Drive)를 대체할 새로운 저장 장치로 주목받고 있다. 특히 모바일 기기에 적용되는 싱글 패키지 SSD 제품의 경우 병렬 처리를 통한 성능 향상을 위해 채널 수를 증가시키면 NAND 플래시 컨트롤러의 면적과 입출력 핀 수가 채널 수 증가에 따라 증가하여 폼팩터 (form factor)에 직접적인 영향을 주게 된다. 본 논문에서는 NAND 플래시 채널 수와 인터페이스의 채널당 FIFO 버퍼 사이즈를 최적화하여 SSD 컨트롤러의 성능을 고려한 면적과 입출력 핀 수를 최소화하고 이를 폼팩터에 반영하는 방법을 제안한다. 이중 버퍼를 채용한 10채널 지원 SSD 컨트롤러에 대해서 실험을 통해 동일한 성능을 유지하면서도 버퍼 블록 사이즈를 73%정도 축소시킬 수 있었고, 컨트롤러 전체 칩 면적으로는 채널 수 감소에 따른 채널별 컨트롤 블록과 입출력 핀 수 감소 등으로 인해 대략 40%정도 축소 가능할 것으로 예상된다.

• 대한토목학회논문집
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• 제31권6A호
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• pp.449-456
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• 2011

Power에 의해 제안된 간격계수는 기하학적 모델을 바탕으로 구성된 공극 간격의 평균적 개념으로, 실제 콘크리트의 공극구조 특성을 반영하는데 한계가 있다. 이에 본 연구에서는 간격계수의 한계를 극복하기 위해 콘크리트의 실제 공극구조 특성을 반영한 간격분포지수를 제안하였으며, 간격계수와의 비교분석을 통해 이 지수에 대한 평가를 수행하였다. 본 연구결과, 간격계수는 AE제 첨가량이 증가함에 따라 감소하는 경향을 나타내었으나, 간격분포지수는 증가하는 경향을 나타내었다. 이는 간격분포지수가 간격분포곡선의 면적 값을 이용한 것으로 간격별 빈도수가 높은 것이 크게 나타나기 때문이다. 또한 간격계수 $300{\mu}m$이하의 범위에서 간격분포지수는 더 넓은 범위를 나타내었다. 이에 간격분포지수 사용 시 내구성지수 80% 이상이 되는 임계지점을 찾는데 좀 더 용이할 것으로 예상되며, 콘크리트의 내구성을 추정하는데 있어 좀 더 신뢰성 있는 분석이 가능할 것으로 판단된다. 간격분포지수는 공극 간격분포의 면적 값으로 실제 콘크리트의 공극구조특성을 반영한 지수이다. 추후, 동결융해실험 결과와의 비교를 통해 추가적인 검증연구가 필요할 것으로 판단된다.

• 한국기계가공학회지
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• 제20권12호
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• pp.44-53
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• 2021

As environmental issues have emerged worldwide, emission gas regulations have been strengthened. In the construction machinery sector, studies have been actively conducted to utilize the power source of electric motors owing to the increasing demand for zero emissions. In this study, the gear specifications of an electric axle for construction machinery were selected by considering the specifications of the motor, gear tooth contact pattern, and face load factor. The gear strength evaluation was performed at the system level using the simulation model. The bending and contact strength of the spiral bevel gears and the bending strength of the planetary gear set showed a safety factor of 1 or more. However, the contact strength of the planetary gear set showed a safety factor of 0.92. Conservative results were derived by performing the analysis under the rated load condition of the motor. However, the ratio of the equivalent torque to the rated torque of the motor was 45% or less, hence, it was determined that no difficulties should arise regarding the durability of the axle.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.994-999
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• 2011

The main wearing slider of pantograph is a difference which is considerable to wear phenomenon according to material properties. Especially, Cu-type wearing slider suddenly occurs the abnormal wear by precipitation, this threatens the travelling safety of the train. The abnormal wear by precipitation and arc influences are main factor decided to life time of Cu-type wearing slider and contact wire. Consequently, the application of the main wearing slider with wear resisting capacity, electrical conductivity, resistance arc and lubrication is demanded. In this paper through tribologic approach, overcame abnormal phenomenon of the Cu-type wearing slider by the precipitation and for the economic efficient augmentation by durability improvement and the travelling safety were accomplished. The Cu-type wearing slider which has excellent electric conductivity and arc characteristic but it occurs the normal and abnormal wear phenomenon according the precipitation which changes, respectively. Consequently, this phenomenon grasps fixed quantity according to precipitation, a mileage and wear volume then Fe-type wearing slider compared and analyzed.

• Advances in materials Research
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• 제5권1호
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• pp.11-20
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• 2016

In bonded composite repair of aircraft structures, the damage of the adhesive can thus reduce significantly the efficiency and the durability of the bonded composite repair. The adhesive damage models using critical zone have proven their effectiveness due to simplicity and ap-plicability of the damage criteria in these models. The scope of this study is to analyze the effects of the patch thickness and the adhesive thickness on the damage damage in bonded composite repair of aircraft structures by using modified damage zone theory. The obtained results show that, when the thickness of adhesive increases the damage zone increases and the adhesive loses its rigidity, inversely when the patch is reduced the adhesive damage be-comes more significant.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.409-414
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• 2002

This study is intended to develop the self water proof admixture for durability concrete by anti-corrosion inhibitor. Chloride induced corrosion of reinforcement is one of the main factor which cause the deterioration of concrete structure. When the substitute anti-corrosion agents for a part of self waterproofing agent, the corrosion-proof increases for the increased water proofing capacity. And proper self waterproofing agent by cement weight in concrete was generally positive effect to concrete compressive strength, slump, freezing and thawing resistance. Also, permeability and absorption show a straight decrease when self waterproofing agent is added.