• 한국초전도ㆍ저온공학회논문지
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• 제5권1호
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• pp.71-75
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• 2003

The conduit fer superconducting cable is welded and plastically deformed during the jacketing process to make the CICC (Cable-in-Conduit-Conductors) fer a fusion magnet. The jacketing process of KSTAR (Korea Superconducting Tokamak Advanced Research) conductors is composed of several sequential steps such as rounding, welding, sizing, and square-rolling. Since the welded zone in Incoloy 908 conduit is brittle and easy to have flaws, there may be a possibility of stress corrosion cracking during the heat treatment of coil when both the induced tensile residual stress and the concentration of oxygen in the furnace are sufficiently high. The steps of the jacketing process were simulated using the finite element method of the commercial ABAQUS code, and the stress distribution in the conduit in each step was calculated, respectively. Furthermore, the variations of residual welding stresses through the steps of the jacketing process were calculated and analyzed to anticipate the possibility of the stress corrosion cracking in the conduit. The concentrated high tensile residual welding stresses along the welding bead decrease by the plastic deformation of the following sizing step. The distribution in residual stresses in the conductor for magnet coil is mainly governed by the last step of square-rolling.

• Geomechanics and Engineering
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• 제24권6호
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• pp.599-610
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• 2021

Conduits are commonly installed below the ground for utility conveyance around the world. Vertical load on a buried conduit is an important parameter that needs to be known to ensure its safe design and installation. Consideration of soil arching in load calculations helps achieve a more realistic and efficient design. In the past, considering the arching effect, the design charts have been presented for use by practicing engineers to calculate the vertical load on the conduit buried below the level ground. There are currently no design charts for calculating the vertical load on the conduit buried under a sloping ground. In this paper, an attempt has been made to present the derivation of a generalized analytical expression considering that the soil mass overlying the conduit has a sloping face and the arching phenomenon takes place. The developed generalized expression has been used to present some design charts considering specific values of slope geometry, soil properties and burial depths. Furthermore, analytical results for specific soil parameters have been compared with the results extracted from a commercial software PLAXIS 2D, for a developed numerical model and an independent study.

• 한국지반공학회지:지반
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• 제7권4호
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• pp.5-14
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• 1991

본 연구에서는 유한요소해석을 통하여 부등침하를 받는 매설관 이음부 하부의 지반보강에 관한 적용성을 검토하였다. 지반과 보강재 사이에 발생하는 상호작용을 규명하여 연성이음관의 변형억제 효과를 분석하였다. 지반부등침하가 발생하는 현장조건을 크게 세가지로 구분하였으며 각 경계조건 별로 보강재 설치에 따른 매설이음관 침하의 변화형태, 변형경사각의 변화형태를 살펴보았다. 해석 결과는 보강과 비보강 조건을 서로 비교 검토하여 기초지반 보강에 의한 연성이음관의 침하억제 효과를 살펴보았다.

• 영어어문교육
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• 제6호
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• pp.89-111
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• 2000

Since speaking is correlated with time and time is metaphorically conceptualized in terms of space, it is natural for us to conceptualize language metaphorically in terms of space. For example, we think that the future is in front and the past is behind. Reddy(1979) suggested in his conduit metaphor that linguistic expressions are containers. According to him, the speaker puts his ideas(objects) into words{containers)and sends them along a conduit to a hearer who takes the idea(object) out of the word(container). As a result we are able to know that the larger linguistic expressions have more meaning in it. In other words the space of a linguistic form has close relationship with meaning. Moreover we are able to see that formal distance between arguments or elements of linguistic expressions shows semantic influences between them. If two elements keep close distance, a preceeding element has a strong, direct and whole influence upon the following element. Sometimes even the results of the influence can be brought out implicitly by the formal relation between two elements. Therefore, the purpose of this paper is to show that tins difference in meaning which is due to formal distance of sentence elements can be explained by the metaphorical concept presented by Lakoff and Johnson(1980).

• Journal of Mechanical Science and Technology
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• 제16권4호
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• pp.522-531
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• 2002

In order to study the thermal-hydraulic behavior of the cable-in-conduit-conductor (CICC), a numerical model has been developed. In the model, the high heat transfer approximation between superconducting strands and supercritical helium is adopted. The strong coupling of heat transfer at the front of normal zone generates a contact discontinuity in temperature and density. In order to obtain the converged numerical solutions, a moving mesh method is used to capture the contact discontinuity in the short front region of the normal zone. The coupled equation is solved using the finite element method with the artificial viscosity term. Details of the numerical implementation are discussed and the validation of the code is performed for comparison of the results with thse of GANDALF and QSAIT.

• Journal of Mechanical Science and Technology
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• 제19권5호
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• pp.1158-1168
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• 2005

A shunt from the left ventricle to the left anterior descending artery is being developed for coronary artery occlusive disease, in which the shunt or conduit connects the the left ventricle (LV) with the diseased artery directly at a point distal to the obstruction. To aid in assessing and optimizing its benefit, a computational model of the cardiovascular system was developed and used to explore various design conditions. Computational fluid dynamic analysis for the shunt hemodynamics was also done using a commercial finite element package. Simulation results indicate that in complete left anterior descending artery (LAD) occlusion, flow can be returned to approximately 65% of normal, if the conduit resistance is equal for forward and reverse flow. The net coronary flow can increase to 80% when the backflow resistance is infinite. The increases in flow rate produced by asymmetric flow resistance are enhanced considerably for a partial LAD obstruction, since the primary effect of resistance asymmetry is to prevent leakage back into the ventricle during diastole. Increased arterial compliance has little effect on net flow with a symmetric shunt, but considerably augments it when the resistance is asymmetric. The computational results suggest that an LV-LAD conduit will be beneficial when the resistance due to artery stenosis exceeds 27 PRU, if the resistance is symmetric. Fluid dynamic simulations for the shunt flow show that a recirculating region generated near the junction of the coronary artery with the bypass shunt. The secondary flow is induced at the cutting plane perpendicular to the axis direction and it is in the attenuated of coronary artery.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2002년도 학술대회지
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• pp.703-704
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• 2002

The two major problems related to the blood flow in a floating type polymer valve are thrombus formation and hemolysis. It is well known that the shear stress in the fluid and flow separation around the valve are blamed for such disastrous phenomena. In this viewpoint, through study of the flow field around the valve is imperative to improve design of the valve. The aim of this study is to investigate the fluid flow around a floating type polymer valve. The numerical method employed in this study is the finite element software called ADINA. Incompressible viscous flow is assumed for blood using the assumption of Newtonian fluid. In this study, two prominent features of the axisymmetric flow around the floating type polymer valve are observed: jet-like flows observed near the gap between the conduit and the valve, and recirculating flow downstream of the valve. We also provided a detailed description of shear stress field according to the variation of flow conditions. The shear stress in fluid has its maximum value near the gap between the valve and the conduit.

• 한국지반공학회지:지반
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• 제1권2호
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• pp.7-16
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• 1985

성토 하에 매설된 강성관에 있어서 관의 두께, 매설상태, 성토높이, 성토흙의 탄성계수, 트렌치의 폭 및 깊이 등이 매설관에 작용하는 응력에 미치는 영향에 대해서 유한요소법의 선형해석을 이용하여 검토하였다. 관 주위의 수직접촉헌력의 분포와 수직하중을 선형중도귀식으로 나타내었으며, Marston-Spangler 이론에 의해서 구한 수직하중은 유한요소해석에 의한 값보다 일반적으로 크다. 그리고 Marston Spangler이론에서 이용되는 침하비는 항상 일정하지 않고 위에서 언급한 여러가지 요인의 유기에 따라서 달라진다는 사실을 알았다.

• 대한토목학회논문집
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• 제30권4A호
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• pp.353-359
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• 2010

시멘트계 기질을 사용하는 복합재료는 재료 양생 과정에서 발생하는 건조수축 균열에 취약하다. 본 연구에서는 파이버 보강 콘크리트의 건조수축에 의한 파괴 거동을 시뮬레이션 하고, 파이버의 조건이 균열 특성에 미치는 영향에 대해 분석한다. 수치 해석 모델은 무작위 격자 형태의 기하학적 구조를 공유하는 관로 요소와 rigid-body-spring 요소로 구성되는데, 각 요소가 담당하는 비역학적-역학적 거동의 커플링에 의해 건조수축이 표현된다. 파이버 보강을 모델링하기 위해 rigid-bodyspring network 내부의 semi-discrete 파이버 요소를 적용하였다. KS F 2424 자유 건조수축 실험을 해석하고 시간에 따른 건조수축 변형률 변화를 비교함으로써 재료의 건조수축 관련 계수들을 산정한다. 다음으로 여러 파이버 혼입률에 대해 KS F 2595 구속 건조수축 실험을 시뮬레이션 하고 균열 발생 일자를 선행 실험 결과와 비교하여 해석 모델의 타당성을 검증한다. 또한, 파이버의 길이와 표면 형태를 변화시켜 건조수축 균열 해석을 수행하고 최대 균열 폭을 측정하여 시뮬레이션에서 나타나는 균열 제어 효과를 판단한다.

• Geomechanics and Engineering
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• 제34권2호
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• pp.155-171
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• 2023

Aiming at the grouting treatment of water inflow in karst conduits, a visualized experiment system for conduit-type grouting blocking was developed. Through the improved water supply system and grouting system, and the optimized multisource information monitoring system, the real-time observation of diffusion and deposition of slurry, and the data acquisition of pressure and velocity during the whole process of grouting were realized, which breaks through the problem that the monitoring element is easy to fail due to slurry adhesion in conventional test system. Based on the grouting experiments in static and flowing water, the diffusion and deposition behavior of the quick-setting slurry under different working conditions were analyzed. The temporal and spatial variation behavior of the pressure and velocity were studied, and the blocking mechanism of the grouting were further revealed. The results showed that: (1) Under the flowing water condition, the counter-flow diffusion distance of slurry was negatively correlated with the flow water velocity and the volume ratio of cement and sodium silicate (C-S ratio), and positively correlated with the grouting volume. The slurry deposition thickness was negatively correlated with the flowing water velocity, and positively correlated with the grouting volume and C-S ratio. (2) The pressure increased slowly before blocking of the flowing water and rapidly after blocking in karst conduits. (3) With the continuous progress of grouting, the flowing water velocity decreased slowly first, then significantly, and finally tended to be stable. According to the research results, some engineering recommendations were put forward for the grouting treatment of the conduit-type water inflow disaster, which has been successfully applied in the treatment project of the China Resources Cement (Pingnan) Limestone Mine. This study provided some guidance and reference for the parameter optimization of grouting for the treatment projects of water inflow in karst conduits.