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        검색결과 43

        1.
        2024.08 KCI 등재 구독 인증기관 무료, 개인회원 유료
        In this study, numerical analysis was performed on a type IV hydrogen storage tank to analyze the temperature change of hydrogen inside the tank and the filling performance by changing the inlet nozzle outlet angle and the number of outlets. Considering the residual state of charge (SOC) inside the initial tank, the initial pressure was 10 MPa, and the temperature of hydrogen inside the tank and the SOC results were analyzed when hydrogen with a temperature of 233 K was introduced under the conditions of liner, wrap, and outside temperature of 298 K. The results of the analysis showed that the charging completion rate reached the charging limit pressure. The analysis showed that time of filling completion, when the filling limit pressure is reached, the SOC result is about 94% for all geometry change conditions, and the filling completion time increases by 5s as the number of outlets decreases. The temperature change of the wrap area at the end of filling is up to 3.6K, which shows that the outside air temperature has a negligible effect on the hydrogen temperature change inside the tank.
        4,000원
        2.
        2024.08 KCI 등재 구독 인증기관 무료, 개인회원 유료
        The government declared ‘2050 carbon neutrality’ as a national vision in October 2020 and subsequently pursued the establishment of a ‘2050 carbon neutrality scenario’ as a follow-up response. Hydrogen is considered as one of the most promising future energy carriers due to its noteworthy advantages of renewable, environmentally friendly and high calorific value. Liquid hydrogen is thus more advantageous for large-scale storage and transportation. However, due to the large difference between the liquid hydrogen temperature and the environment temperature, an inevitable heat leak into the storage tanks of liquid hydrogen occurs, causing boil-off losses and vent of hydrogen gas. Researches on insulation materials for liquid hydrogen are actively being conducted, but research on support design for minimal heat transfer and enhanced rigidity remains insufficient. In this study, to design support structures for liquid hydrogen storage tanks, a thermal-structural coupled analysis technique was developed using Ansys Workbench. Analytical models were created based on the number and arrangement of supports to propose structurally safe support designs.
        4,000원
        3.
        2024.08 KCI 등재 구독 인증기관 무료, 개인회원 유료
        본 연구에서는 ALOHA와 Bow-tie를 활용하여 메탄올 추진 선박의 저장 탱크가 울산항에서의 누출 시나리오를 가정하여 위험도 평가하였다. ALOHA를 이용하여 대안 및 최악의 시나리오를 산정하여 피해 범위를 예측하였다. 독성 영향 범위의 결과(ERPG-2 기준)로는 대안(629m), 최악(817m)로 육상 탱크 터미널의 부두 시설 및 거주 지역까지 포함되는 것으로 확인되었다. 인화성 영향 범위(LEL 10% 기준) 는 대안(126m), 최악(218m) 선박에서만 발생하였으며, 열복사 영향 범위(5.0kW/m2 기준)는 대안(56m), 최악(56m)로 선박에서만 영향을 미쳤 다. 또한, 전문가 집단을 구성하여 Bow-tie 기법을 통하여 예방 대책과 완화 대책을 평가하였다. 대책 유형 분류에서는 Hardware와 Human 으로 구분되었으며, 안전 유효성과 위험 심각성의 결과에서는 “Gas Freeing System”, “Ventilation System”, “Fire-Fighting System이 가장 높은 평가를 받았다. 위의 평가를 토대로 위험도 평가를 도식화하였다.
        4,200원
        4.
        2024.06 KCI 등재 구독 인증기관 무료, 개인회원 유료
        Hydrogen is considered as one of the most promising future energy carriers due to its noteworthy advantages of renewable, environmentally friendly and high calorific value. However, the low density of hydrogen makes its storage an urgent technical problem for hydrogen energy development. Compared with the density of gas hydrogen, the density of liquid hydrogen is more than 1.5 times higher. Liquid hydrogen is thus more advantageous for large-scale storage and transportation. However, due to the large difference between the liquid hydrogen temperature and the environment temperature, an inevitable heat leak into the storage tanks of liquid hydrogen occurs, causing boil-off losses and vent of hydrogen gas. Researches on insulation materials for liquid hydrogen are actively being conducted, but research on support design for minimal heat transfer and enhanced rigidity remains insufficient. In this study, to design support for liquid hydrogen storage tank, technique of thermal-structural coupled analysis including geometry, mesh, and boundary condition were developed using Ansys workbench, and equivalent stress and deformation distributions were analyzed.
        4,000원
        5.
        2024.01 KCI 등재 구독 인증기관 무료, 개인회원 유료
        This study performed the seismic response analysis of an LNG storage tank supported by a disconnected piled raft foundation (DPRF) with a load transfer platform (LTP). For this purpose, a precise analytical model with simultaneous consideration of Fluid-Structure Interaction (FSI) and Soil-Structure Interaction (SSI) was used. The effect of the LTP characteristics (thickness, stiffness) of the DPRF system on the seismic response of the superstructure (inner and outer tanks) and piles was analyzed. The analytical results were compared with the response of the piled raft foundation (PRF) system. The following conclusions can be drawn from the numerical results: (1) The DPRF system has a smaller bending moment and axial force at the head of the pile than the PRF system, even if the thickness and stiffness of the LTP change; (2) The DPRF system has a slight stiffness of the LTP and the superstructure member force can increase with increasing thickness. This is because as the stiffness of the LTP decreases and the thickness increases, the natural frequency of the LTP becomes closer to the natural frequency of the superstructure, which may affect the response of the superstructure. Therefore, when applying the DPRF system, it is recommended that the sensitivity analysis of the seismic response to the thickness and stiffness of the LTP must be performed.
        4,300원
        12.
        2020.12 KCI 등재 구독 인증기관 무료, 개인회원 유료
        유연한 지반에 놓인 액체저장탱크의 지진 거동은 유체-구조물-지반 상호작용에 의해 복잡하게 나타나므로, 이 시스템의 지진응답 과 피해를 정확하게 예측하기 위해서는 이를 엄밀히 고려하여야 한다. 이 연구에서는 유체-구조물-지반 상호작용을 엄밀히 고려하여 유연한 지반에 놓인 직사각형 액체저장탱크의 지진응답 해석을 수행하고 그 응답 특성을 분석하고자 한다. 이를 위해 지진하중 작용 시 발생하는 유체의 동수압력 및 지반과 구조물 간의 상호작용력을 유한요소 기법을 사용하여 산정한다. 이때, 반무한 지반에서의 에너지 방사를 고려하기 위해 mid-point integrated finite element와 점성 감쇠기를 사용하여 지반 원역의 거동을 모사한다. 이와 같이 산정된 동수압력과 지반-구조물 상호작용력을 구조물의 유한요소에 작용시킨다. 자유장 해석을 통하여 입사 지진파에 의한 유효 지진력을 산정한다. 유연한 지반에 놓인 직사각형 액체저장탱크의 지진응답 해석을 통하여 지반-구조물 상호작용의 효과로 인해 시스템 응답의 변화가 다양하게 나타남을 확인할 수 있다. 그러므로, 유연한 지반에 놓인 직사각형 액체저장탱크의 내진설계를 수행하거나 내진성능을 검토할 때는 유체-구조물-지반 상호작용을 엄밀히 고려하여야 할 것이다.
        4,000원
        13.
        2019.12 KCI 등재 구독 인증기관 무료, 개인회원 유료
        이 논문에서는 수직방향 지진입력에 의한 지반-구조물 상호작용 효과가 기초 종류에 따라 LNG 저장탱크의 지진응답에 미치는 효과를 분석하였다. 이를 위하여 직경 71m인 LNG 탱크와 기반암 위 점토지반의 깊이가 30m인 지반조건을 고려하였다. 그리고 기초형식으로 네 가지(얕은 기초, 말뚝지지 전면기초, 말뚝기초(지표면 접촉식, 부유식)를 고려하였다. 지반의 비선형성은 자유장 지반에 대하여 등가선형화기법으로 고려되었다. 또한, 말뚝기초의 시공과정에서 발생하는 동다짐 효과에 대해서도 분석하였다. SSI 해석을 위하여 진동수영역 해석프로그램인 KIESSI-3D를 이용하였다. 지반-구조물 상호작용 해 석을 통해 LNG 저장탱크의 외조 벽체 쉘의 응력을 구하였다. 해석결과로부터 다음과 같은 결론을 얻을 수 있었다: (1) 얕은 기초에서 외조탱크의 수직응력은 SSI 효과로 인하여 고정기초응답 보다 작았다. (2) 말뚝으로 지지된 기초에서 말뚝으로 인해 기초의 수직강성이 커지고 방사감쇠가 작아질 수 있기 때문에 SSI 응답이 고정기초응답 보다 커질 수 있다. (3) 동다짐 효과는 수직지진에 의한 LNG 저장탱크의 응답에 미치는 영향이 매우 작았다.
        4,000원
        16.
        2019.04 KCI 등재 구독 인증기관 무료, 개인회원 유료
        If sewage flows for an extended time at low velocities, solids may be deposited in the sewer. Sufficient velocity or tractive force should be developed regularly to flush out any solids that may have been deposited during low flow periods. This study aims to evaluate the periods (T) during which sewage flow greater than the minimum tractive force maintains on a spot in sewer pipe system with lower tractive force or lower velocity than expected in the design step, when a storage tank installed in a place upsteam pours water into the sewer. The effect to T of design factors of storage tank and sewer pipes was evaluated assuming the uniform flow in sewers. When the area of orifice in the storage tank is 0.062 ㎡(or 0.28 m diameter), the maximum T of 31sec was maintained using the usually used preset range of values of several design factors. As the horizontal cross section of storage tank and water depth of storage tank and roughness in sewers increase, T linearly increases. Also, T linearly decreases as the diameter of a sewer pipe increases. Although T gradually decreases as the sewer pipe slope decreases to around 0.005, T decreases sharply when the slope is less than 0.003.
        4,000원
        17.
        2018.07 KCI 등재 구독 인증기관 무료, 개인회원 유료
        This study examines earthquake-induced sloshing effects on liquid storage tanks using computation fluid dynamics. To achieve this goal, this study selects an existing square steel tank tested by Seismic Simulation Test Center at Pusan National University as a case study. The model validation was firstly performed through the comparison of shaking table test data and simulated results for the water tank subjected to a harmonic excitation. For a realistic estimation of the wall pressure response of the water tank, three recorded earthquakes with similar peak ground acceleration are applied:1940 El Centro earthquake, 2016 Gyeongju earthquake, and 2017 Pohang earthquake. Wall pressures monitored during the dynamic analyses are examined and compared for different earthquake motions and monitoring points, using power spectrum density. Finally, the maximum dynamic pressure for three earthquakes is compared with the design pressure calculated from a seismic design code. Results indicated that the maximum pressure from the El Centro earthquake exceeds the design pressure although its peak ground acceleration is less than 0.4 g, which is the design acceleration. On the other hand, the maximum pressure due to two Korean earthquakes does not reach the design pressure. Thus, engineers should not consider only the peak ground acceleration when determining the design pressure of water tanks.
        4,000원
        18.
        2017.07 KCI 등재 구독 인증기관 무료, 개인회원 유료
        Liquid storage tank is one of the major infrastructures and generally used to store gases, drinking and utilizing water, dangerous fluids, fire water and so on. According to the recent reports and experiences, the tank structures are damaged in many earthquakes due to their low energy dissipating capacity. Therefore, many researchers have been tried to know the dynamic properties of the tanks including liquids. However, vary limited experimental studies are carried out using relatively small tank models. In this study, a series of shaking table tests are performed with maximum 2 m cubic rectangular liquid storage tanks made of steel to measure the natural frequency and estimate damping coefficient of impulsive and convective mode of the tanks. Especially, the damping values under different shapes and excitation methods are estimated by logarithmic decrement method and half power band-pass method and compared with current design code and standards such as ASCE 7, Eurocode 8 and NZS. Test results show that the impulsive mode damping is around 2% which is proposed by general standards and codes but the impulsive mode damping is 0.13% average that is slightly lower than the code recommendation.
        4,000원
        19.
        2016.10 KCI 등재 구독 인증기관 무료, 개인회원 유료
        플랜트의 유황 저장 탱크는 강재로 구성되며, 탱크 저면은 앵커볼트에 의해 Ring Wall 형상의 콘크리트 기초와 연결된다. 탱크 내 유황이 내부 열원에 의해 고온상태를 유지하기 때문에, 유황 저장 탱크는 상온의 유체를 저장하는 다른 탱크에 비해 큰 체적팽창을 겪게 된다. 일반적으로 탱크 기초의 구조설계는 기초의 내외부의 온도차를 하중으로 적용한 구조해석이 수행 되는데, 이 방법은 탱크의 열팽창 특성이 앵커볼트에 의해 집중하중 형태로 콘크리트 기초에 전달되는 현상을 고려할 수 없 다. 이는 온도하중의 영향을 과소평가하게 되며, 앵커볼트에 인접한 콘크리트의 균열을 야기한다. 본 연구는 앵커볼트에 의 한 온도 하중전달 메커니즘을 고려한 하중 평가식을 제안함으로써, 콘크리트 기초에 작용하는 하중을 보다 합리적으로 결정 하고자 한다. 이를 위해 탱크 바닥판과 앵커볼트가 포함된 유한요소모델을 이용해 앵커볼트 개수 증감에 따른 온도하중의 변화를 분석하였으며, 분석결과를 이론해와 결합해 앵커볼트에 의해 전달되는 하중을 평가할 수 있는 명시적인 형태로 해를 제시하였다. 제안된 식의 유효성을 확인하기 위해 실제 플랜트 현장의 유황 저장 탱크 설계에 적용하였으며, 실무적으로 사 용 가능함을 보였다.
        4,000원
        20.
        2015.08 KCI 등재 구독 인증기관 무료, 개인회원 유료
        The study on ice thermal storage system is to improve total system performance in actual air-conditioning facilities. To obtain the high charging and discharging efficiency in ice thermal storage system, the improvement of thermal stratification is essential, therefore the process flow must be piston flow in the cylindrical type. In the charging process, in case of inlet flow rate the thermal stratification has a tendency to be improved with the lower flow rate and smaller temperature gradient. The experimental results are as follows. (1) In case of Thermal storage, the stable stratification is formed with 2LPM and 4LPM after τ=0.5 and the temperature of inlet brine rises. therefore because of the heat conduction effect of Ice Ball and delay of inflowing water mixing, the heat flow keeps stably till τ=1.5. (2) In case that the flow directions inside the thermal storage tank are the upward flow in charging and the downward in discharging, thermal stratification is improved because the thermocline thickness is maintained thin and the degree of stratification increases respectively.
        4,000원
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