• Journal of Navigation and Port Research
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• v.27 no.4
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• pp.397-402
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• 2003

Generally, container arrangement has been carried out based on the Classification guidelines. However, guidelines provide only container securing forces for the given container arrangement and Classification requirements of the forces. In order to design container arrangement additional information is needed such as container securing forces and arrangement that accounts for lashing bridges, vertical lashing, vertical center of gravity (VCG), and maximum stack weight. Trial and error method using the existing guidelines requires excessive amount of calculation time and cannot provide accurate results of the calculations. In order to fulfill this need, a new container securing system has been established based on the equilibrium conditions that include lashing bridges and vertical lashing. An optimization algorithm has been developed for the new system since current optimization methods such as genetic algorithms and evolution strategies are unsuitable for the container securing problems, which involve equality constraint. Design variables are container weights of tier and objective function is either total container weight or VCG of a stack. The newly developed system provides optimum arrangement of containers for both maximum stack weight and maximum VCG. It also greatly reduces time for designing container arrangement.

• Tunnel and Underground Space
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• v.8 no.4
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• pp.287-295
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• 1998

Limit equilibrium method is widely used for the stability analysis of soil slopes. In jointed rock slopes however, the failure of the slope is largely dependent upon the strength and deformability of the joints in the rock mass and quite often failure occurs along the joints. This paper describes the use of ubiquitous joint model for the stability analysis of the jointed rock slopes. This model is essentially an anisotropic elasto-plastic model and can simulate two sets of joint in arbitrary orientations. Validation of the developed with the factor of safety equal to unity was selected when the shape of the failure plane is assumed log spiral. Then the factor of safety of the rock slope having two perpendicular joint sets was calculated while rotating joint orientations. Rusults were compared with limit equilibrium solutions on soil slopes having equivalent soil properties when plane sliding was assumed. Developed model predicted the factor of safety of jointed rock slope in a reasonable accuracy when joint spacing is sufficiently small.

• Transactions of the Korean Society of Mechanical Engineers
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• v.13 no.5
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• pp.820-830
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• 1989

The tire inflation and contact problem has been solved by a finite element method. The finite element formulation is derived from the equilibrium equations by the principle of virtual work in the form of an updated Lagrangian formulation for incremental analysis. Then, a contact formulation is added to the finite element formulation to calculate stress state of tire in contact with flat rigid road under the load due to the self-weight of a vehicle. In the finite element analysis, equations of effective material properties are introduced to analyze a plane strain model of the shell-like tire by considering the bending effect of reinforced steel cords. The proposed equations of effective material properties produced stress concentration around the edge of belt layers, which does not appear when other well-known equations of material properties are adopted. The result from the above algorithm demonstrates the validity of the formulation and the proposed equations for the effective elastic constants. The result fully interprets the cause of separation between belt layers by showing the stress concentration.

• Transactions of the Korean Society of Mechanical Engineers
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• v.13 no.5
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• pp.999-1011
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• 1989

A consideration on the trubulence models for describing the redeveloping turbulent boundary layer beyond separation-reattachment in the flow over a backward-facing step is given through experimental and numerical studies. By considering the blance among the measured values of respective terms in the transport equations for the turbulent kinetic energy and the turbulent shear stress, the recovering process of the redeveloping boundary layer from non-equilibrium to equilibrium has been investigated, which takes place slowly over a substantial distance in the downstream direction. In the numerical study, the standard K-.epsilon. model and the Reynolds stress model have been applied to two kinds of flow regions, one for the entire downstream region after the backward-facing step and another for the downstream region after reattachment. Then the results are compared to a meaningful extent, with the experimental values of the turbulent kinetic energy k, the turbulent energy production term P, the dissipation term K-.epsilon. model, a necessity for a new modelling has been brought forward, which can be also applied to the case of the nonequlibrium turbulent flow.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.5
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• pp.2545-2552
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• 2014

This study is aiming to suggest the effective thermal management system design technologies for the high voltage and capacity battery system of the electricity driven vehicles and introduce the theoretical designing methods. In order to investigate the effective operation of the battery system for the electricity driven vehicles, the heat generation model for Li-ion battery system using the chemical reaction while charging and discharging was suggested and the thermal loads of the heat sources (air or liquid) for cooling and heating were calculated using energy balance. Especially, the design methods for the cooling and heating of the battery system for maintaining the optimum operation temperature were investigated under heating, cooling and generated heat (during charging and discharging) conditions. The battery thermal management system for the effective battery operation of the electricity driven vehicles was suggested reasonably depending on the variation of the season and operation conditions. In addition, at the same conditions under summer season, the cooling method using the liquid and active cooling technique showed a relatively high capacity, while cooling method using the passive cooling technique showed a relatively low capacity.

• Journal of the Korea Computer Industry Society
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• v.3 no.1
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• pp.77-84
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• 2002

An cluster system used consist of large number of running servers, one has the problem that does the low availability occured by the high chance of the server failures and it is difficult to provide occuring software aging. In this paper, running cluster web servers consists of n primary servers and k backup servers, based on the operational parameters such as number of running primary servers, number of backup severs, rejuvenation period, rejuvenation time, failure rate of sewers, repair rate of servers, unstable rate of servers. We calculate to evaluate the rejuvenation policy such steady-state probabilities, downtime, availability, and downtime cost. We validate the solutions of mathematical model by experiments based on various operation parameters and find that the software rejuvenation method can be adopted as prventive fault tolerant technique for stability of system. The failure rate and unstable rate of the servers are essential factors for decision making of the rejuvenation policies.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.70-70
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• 2016

하천시설물 설계, 시공 및 관리에 있어서 바닥전단응력은 매우 중요하다. 예를 들어, 호안 등 시설물의 허용 소류력을 계산하거나, 하천의 유사량을 예측하는 데 있어서 바닥전단응력이 기준으로 쓰인다. 정상 등류의 경우, 수로 내 수체에 작용하는 중력과 수로 바닥 및 측면에 작용하는 마찰력의 평형을 고려함으로써 바닥전단응력을 산정할 수 있다. 본 연구에서는 식생을 제외한 아크릴수로에서의 전단판의 움직임을 이용한 바닥전단응력 측정장치를 설계, 교정 및 검증을 실시하였다. 이 전단판은 수체와 바닥면에서 발생하는 마찰력에 의해 변위가 발생하고 이 변위를 바닥전단 응력으로 산정하였다. 직접 측정한 바닥전단응력은 기존에 연구된 두 가지 방법과 비교하여 검증하였다. 비교 검증을 위한 실험은 폭 0.3 m, 길이 10 m인 고속수로에서 Froude수 1이상, Reynolds수 20000이상의 사류이면서 난류인 상태로 실험을 진행하였으며 유속은 PIV을 이용하여 측정하였다. 비교 검증을 위한 첫 번째방법은 Reach-avrage공식을 기초로 manning의 평균 유속 공식을 이용한 바닥전단응력을 산정하는 방법으로 일반적으로 간단한 경험식을 이용하여 바닥 전단응력을 산정하는 방법이다, 두 번째는 Reynolds stress를 산정하는 방법으로 PIV를 통해 흐름방향의 연직프로파일의 유속을 측정 한 후 레이놀즈 분해법에 의해 산정된 난류 강도를 측정하여 Reynolds stress를 산정한 후 Shear stress를 산정하는 방법을 사용하였다. 마지막으로 본 연구에서 가로 0.14 m, 세로 0.14 m의 전단판으로 구성된 바닥전단응력 측정장치를 개발하여 실험을 진행하면서 앞에서 언급한 두가지 방법을 측정하는 동시에 장치를 이용하여 바닥전단응력을 직접측정하여 총 3가지 바닥전단응력을 비교하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.106-106
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• 2019

많은 도심의 하천들은 오염물질의 유입에 취약하다. 최근 신소재 공학 등 첨단산업이 발전하게 되면서 유해화학물질의 유입문제는 더욱 대두되고 있으며, 실제로 최근 유해화학물질 유입사고 발생건수가 늘어나고 있다. 특히 국내 취수량의 90%는 지표수에서 취수하고 있어, 하천오염사고는 직접적인 피해로 이어지게 된다. 따라서 이러한 사고에 대응하기 위하여 수환경에 유입된 유해물질의 거동 매커니즘을 반영한 수질해석이 필요하다. 수체 내에 유입된 유해화학물질은 기본적으로 흐름에 따른 이송 확산을 하며 흡 탈착, 휘발, 침전 부유, 생화학 반응과 같은 다양한 반응과 함께 혼합거동을 한다. 특히 소수성물질의 경우 용해된 상태뿐만 아니라, 유사에 흡착된 상태로 수체에 존재하게 된다. 결국 유해화학물질의 거동을 해석하기 위해서는 유체의 흐름 해석뿐만 아니라 수체에 존재하는 유사의 이송 또한 해석해야한다. 본 연구에서는 흐름해석을 위하여 서울대에서 개발한 흐름모형(HDM-2D)을 사용하였으며, 부유사 거동모의를 위해 부유사거동모형(STM-2D)을 개발하였다. 또한 유해화학물질의 거동모의를 위해 서울대에서 개발한 수질모형(CTM-2D)에 생성/소멸항을 추가하였으며 흐름모형과 부유사모형과의 연계를 통해 유해화학물질의 혼합거동 수치모형을 개발하였다. 각 반응항(흡 탈착, 휘발, 침전 부유, 생화학 반응)을 수치모형에 반영 시에는 보통 두 계(물-토양, 물-공기) 사이의 선형 물질교환으로 이해된다. 따라서 물질의 각 반응 별 평형농도와 물질교환속도계수를 추정식을 통해 산정하여 사용하게 된다. 하지만 각 기작이 반영유무에 따라 계산시간 및 필요입력변수가 늘어나게 되므로, 유해화학물질 유입사고와 같은 빠른 대처가 필요한 경우 각 반응 텀의 유의성을 판단하여 모형에 반영여부를 결정을 통해 경제적인 모의를 할 수 있어야 한다. 이에 따라 본 연구에서는 개발된 모형의 각 매개변수들의 민감도를 분석하고, 흐름조건 및 물질의 특성에 따른 반응항의 유의성을 판단하였다. 본 연구에서는 개발된 모형(부유사거동모형, 유해화학물질의 혼합거동모형)은 해석해 및 현장 데이터와 비교검증을 통해 개발을 완료하였으며, 각 반응항의 민감도 분석을 통해 매개변수의 임계값을 결정하였다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2004.10a
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• pp.267-273
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• 2004

This paper targets to define controlling factors of pressure-coupled combustion response and estimate their effects on droplet evaporation process. Dynamic characteristics of hydrocarbon propellant vaporization perturbed by acoustic pressure are numerically simulated and analyzed. 1-D droplet model including phase equilibrium between two phases is applied and acoustic wave is expressed by harmonic function. Effects of various design factors and acoustic pressure on combustion response are investigated with parametric studies. Results show that driving frequency of acoustic perturbation and ambient pressure have important roles in determining magnitude and phase of combustion response. On the other hand, other parameters such as gas temperature, initial droplet size and temperature, and amplitude of acoustic wave cause only minor changes to magnitude of combustion response. Resultant changes in phase of heat of vaporization and thermal wave in droplet highly influence magnitude and phase of combustion response.

• Nuclear Engineering and Technology
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• v.26 no.4
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• pp.526-535
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• 1994

For the evaluation of the corrosion behavior of the aluminum cladding in the KMRR(Korea Multipurpose Research Reactor) fuel, a modified Griess correlation was derived by introducing a heat flux factor derived from the comparison of the measured in-reactor corrosion data with the prediction of the Griess correlation. As a design criterion on the corrosion to maintain the KMRR fuel integrity, prevention of the oxide spallation was conservatively selected, which is conservatively assumed to occur when the temperature difference across the oxide layer exceeds 114$^{\circ}C$. A bounding power history of the KMRR fuel was determined by examining all the power histories of the KMRR fuel from cycle 1 to equilibrium cycle, and used to predict the maximum possible corrosion. Results of the corrosion prediction of the KMRR fuel with the bounding power history showed that the maximum local thickness of the oxide layer would be below 50$\mu$m and the design criterion on the oxide spallation would be satisfied with a factor of two margin. Therefore, it can be said that corrosion of the cladding will not impair the integrity of the KMRR fuel. Nevertheless, the applicability of the modified Griess correlation to the KMRR needs to be further verified through the KMRR fuel corrosion surveillance.