• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제9권2호
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• pp.45-53
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• 2005

This paper investigates the influence of thermal conductivity and variable viscosity on the problem of micropolar fluid in the presence of suction or injection. The fluid viscosity is assumed to vary as an exponential function of temperature and the thermal conductivity is assumed to vary as a linear function of temperature. The governing fundamental equations are approximated by a system of nonlinear ordinary differential equations and are solved numerically by using shooting method. Numerical results are presented for the distribution of velocity, microrotation and temperature profiles within the boundary layer. Results for the details of the velocity, angular velocity and temperature fields as well as the friction coefficient, couple stress and heat transfer rate have been presented.

• Geomechanics and Engineering
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• 제28권4호
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• pp.405-419
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• 2022

Cavity expansion and contraction solutions for cylindrical and spherical cavities in unsaturated residual soils are presented in this paper. Varying soil state in the plastic zone is accounted by a numerical approach, wherein an element-by-element discretization of the plastic zone of both expanding and contracting cavities is carried out. Unlike existing methods utilizing self-similarity technique, the solution procedure enables the prediction of entire soil-state at any stage of expansion and subsequent contraction. It is also applicable for both cavity creation and expansion problems. The approach adopts constant contribution of suction to effective stress (constant X^s drainage condition) for analysis. The analysis procedure is validated by interpreting the previously reported pressuremeter test results in lateritic residual soil. The typical cavity expansion and contraction characteristics of unsaturated Indian lateritic soil were then examined using this solution procedure. The effect of initial soil-state on cavity limit pressure, plastic radius, reverse yield pressure, and reverse plastic radius are also presented.

• 한국지반공학회지:지반
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• 제14권5호
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• pp.111-128
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• 1998

미합중국 텍사스 주 휴스턴시 소재의 휴스턴 대학 내에 위치한 미합중국 국립 지반 실험지 (National Geotechnical Experimentation Site at the University of Houston)의 팽창성 점토에 설치된 직경 305mm 1개의 일반 현장타설 말뚝과 3개의 분리형 현장타설 말뚝의 18개월간의 거동에 관한 실험적 연구를 수행하였다. 지반의 흡수력 변화에 따른 지반 팽창량 예측을 위해 실험 말뚝 주위의 지반에 깊이별로 지반 흡수력 감지 장치를 설치하여 관측한 결과, 지반은 최대 35mm까지 팽창하였고 일반 현장타설 말뚝은 4-5mm, 분리형 현장타설 말뚝은 1-2mm의 수직 변위가 관측되었다. 또한 지반 흡수력, 전압력과 체적 변형률 간의 관계식을 얻기 위해 3축 압축 실험 장치를 변형한 실내 실험을 수행하였으며, 이 결과를 이용하여 최대 지반 팽창량 예측 모델을 만들어 현장 실측치와 비교 검토하였다.

• 대한조선학회논문집
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• 제59권3호
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• pp.157-163
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• 2022

An automatic mooring system for a ship consists of a vacuum suction pad and a mechanical part, enabling quick and safe mooring of a ship. In the development of a mooring system, the design of a vacuum suction pad is a key to secure enough mooring forces and achieve stable operation of a mooring system. In the vacuum suction pad, properly designing its rubber seal determines the performance of the suction pad. Therefore, it is necessary to appropriately design the rubber seal for maintaining a high-vacuum condition inside the pad as well as achieving its mechanical robustness for long-time use. Finite element analysis for the design of the rubber seal requires the use of an appropriate strain energy function model to accurately simulate mechanical behavior of the rubber seal material. In this study, we conducted simple uniaxial tensile testing of Chloroprene Rubber (CR) to explore the strain energy function model best-fitted to its experimentally measured engineering strain-stress curves depending on various temperature environments. This study elucidates the temperature-dependent mechanical behaviors of CR and will be foundational to design rubber seal for an automatic mooring system under various temperature conditions.

• 한국공작기계학회논문집
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• 제15권2호
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• pp.38-43
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• 2006

A turbine blade operates under high temperature, high pressure, and the loads have the characteristics that the amplitudes change. Therefore, it is important to perform a stress analysis considering thermal and pressure loads. The purpose of this study is to investigate the effects of these loads on gas turbine blade through thermal stress analysis. The analysis results shows that pressure in gas fluid flow around blade is high in leading edge part, Gas temperature is connections with pressure of flow around blade. The distribution of stress from blade is appearing as is different at suction side and pressure side.

• International Journal of Automotive Technology
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• 제8권2호
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• pp.219-224
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• 2007

Recently, atmospheric contaminations has become worse due to the increased number of automobile. The PCV (Positive Crankcase Ventilation) valve acts as a flow control to allow re-combustion of blow-by gas by having it flow from a crankcase to an inlet manifold suction tube. Also, during the fabrication of the PCV valve, micro cracks may occur in the valve body and be extended under operation. The excessive stress distribution and crack initiation on the PCV valve body would bring an unstable blow-by gas flow rate control and would cause valve failure. The purpose of this study is to examine the crack affects on the stress and strain variations on the PCV valve according to the inlet and outlet manifold under differential pressures. From the results, we can explain the behavior of the crack extension for a safe condition of PCV valve.

• 한국지반환경공학회 논문집
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• 제16권1호
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• pp.45-53
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• 2015

본 연구에서는 불포화토에 대한 압력판 추출시험을 수행하여 함수특성곡선을 구하고 불포화토의 삼축압축시험을 실시한 후, Geostudio 2007의 SEEP/W 해석 프로그램을 이용하여 부정류 침투해석을 수행하였으며, SLOPE/W 해석프로그램으로 비탈면 안정성을 검토하였다. 그 결과 모관흡수력 증가에 따라 순체적응력과 축차응력이 증가하고 겉보기점착력도 선형적으로 증가함으로 써 전단강도가 증가함을 알 수 있었다. 강우침투해석 결과 높은 음의 간극수압에서는 적은 강우량에도 간극수압의 증가폭이 크게 나타났고, 일정깊이 이하의 심도에서 지하수위의 상승을 제외하면 강우의 영향을 받지 않음을 알 수 있었다. 비탈면의 파괴양상과 동일한 단면으로 파괴면을 일정하게 고정시켜 안정 해석한 결과 실제로 비탈면 파괴 시에 안전율이 1.0 이하로 낮아지는 것을 확인할 수 있었다.

• 한국수소및신에너지학회논문집
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• 제20권2호
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• pp.87-94
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• 2009

There are several types of compressors which are appropriate for hydrogen gas station. Diaphragm type of compressor is the one of them and it satisfies the requirements for that purpose in terms of maintaining gas purity and making high pressure over 700 bar. The objective of this study is to find an optimal design of oil distribution hole configuration. The number of holes is changed maintaining total cross-sectional area of holes. Five cases(1 hole, 4, 8,16 and 24 holes) were studied through Fluid Structure Interaction(FSI) analysis method. Gas and oil pressure, the deflection and stress of the diaphragm were analysed during compression and suction process respectively. There is no specific difference among the cases during compression. An additional deflection due to the existence of hole was found during suction for all case. But the highest deflection and stress were found in the 1 hole case. It was seen that 60% decrease of stress in magnitude in 24 hole case compare to the 1 hole case.

• 터널과지하공간
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• 제29권1호
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• pp.38-51
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• 2019

Barcelona Basic Model(BBM)은 응력의 변화에 따른 부피변화뿐만 아니라 흡입력의 변화에 따른 팽윤거동을 설명할 수 있으며, 흡입력 변화에 따른 점착력과 선행압밀응력의 변화와 온도변화에 따른 선행압밀응력의 변화를 고려할 수 있다. 따라서, 고준위방사성폐기물 처분시스템에서 공학적방벽재로 고려되고 있는 벤토나이트 완충재의 열-수리-역학적 복합거동을 예측 및 분석하는 것에 많이 활용되고 있다. 그러나 우리나라의 암반 및 지반 공학자들에게 잘 알려져 있지 않기 때문에 BBM을 소개하고자 한다. BBM은 불포화 토질의 역학적 거동을 모사하기 위해 Modified Cam Clay(MCC) 모델을 확장하여 만들어 졌기 때문에 본 고에서는 먼저 MCC 모델을 간략하게 소개하고, 열-탄소성 모델인 BBM을 상세히 소개하였다.

• Structural Engineering and Mechanics
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• 제22권2호
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• pp.223-240
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• 2006

Taking into account the geometrical and material nonlinearities, an ultimate behavior of reinforced concrete cooling tower shell in hyperbolic configuration is presented. The design wind pressures suggested in the guidelines of the US (ACI) and Germany (VGB), with or without the effect of internal suction, are employed in the analysis to examine the qualitative and quantitative characteristics of each design wind pressure. The geometrical nonlinearity is incorporated by the Green-Lagrange strain tensor. The nonlinear features of concrete, such as the nonlinear stress-strain relation in compression, the tensile cracking with the smeared crack model, an effect of tension stiffening, are taken into account. The biaxial stress state in concrete is represented by an improved work-hardening plasticity model. From the perspective of quality of wind pressures, the two guidelines are determined as highly correlated each other. Through the extensive analysis on the Niederaussem cooling tower in Germany, not only the ultimate load is determined but also the mechanism of failure, distribution of cracks, damage processes, stress redistributions, and mean crack width are examined.