• Title/Summary/Keyword: LNG-Tank

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The effects of LNG-tank sloshing on the global motions of FLNG system

  • Hu, Zhi-Qiang;Wang, Shu-Ya;Chen, Gang;Chai, Shu-Hong;Jin, Yu-Ting
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.9 no.1
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    • pp.114-125
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    • 2017
  • This paper addresses a study of inner-tank sloshing effect on motion responses of a Floating Liquefied Natural Gas (FLNG) system, through experimental analysis and numerical modeling. To investigate hydrodynamic characteristics of FLNG under the conditions of with and without LNG-tank sloshing, a series of numerical simulations were carried out using potential flow solver SESAM. To validate the numerical simulations, model tests on the FLNG system was conducted in both liquid and solid ballast conditions with 75% tank filling level in height. Good correlations were observed between the measured and predicted results, proving the feasibility of the numerical modeling technique. On the verified numerical model, Response Amplitude Operators (RAOs) of the FLNG with 25% and 50% tank filling levels were calculated in six degrees of freedom. The influence of tank sloshing with varying tank filling levels on the RAOs has been presented and analyzed. The results showed that LNG-tank sloshing has a noticeable impact on the roll motion response of the FLNG and a moderate tank filling level is less helpful in reducing the roll motion response.

On the New Design of Liquid Dome Chair in Membrane Type LNG Carrier (멤브레인형 LNG선박의 리퀴드 돔 체어 구조개발)

  • Kim, Jeong-Hwan;Kim, Yooil
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.5
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    • pp.361-367
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    • 2017
  • A membrane type LNG cargo tank is equipped with a pump tower and a liquid dome for loading and unloading of LNG. However, the membrane running continuously on the tank wall to prevent leakage of LNG is interrupted by the liquid dome, hence care should be taken in the design of liquid dome and its substructures. In case of GTT NO96 membrane type cargo containment system, chair structure is arranged along the periphery of the liquid dome targeting to support the membrane which is exposed to the both hull girder and thermal load. This paper proposes a new and simple chair structure, which outperforms traditional design from productivity point of view maintaining same level of structural safety. Strength assessment on the new design was performed to guarantee the structural safety of the new design, which includes strength, fatigue and crack propagation analysis.

Design concept investigation for corner protection of LNG storage tank by ASME section VIII, Div. 2 (ASME section VIII div. 2에 따른 LNG저장탱크 코너프로텍션의 설계개념 고찰)

  • Kim Hyoungsik;Hong Seongho;Seo Heungseok;Yang Youngchul
    • Journal of the Korean Institute of Gas
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    • v.5 no.3 s.15
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    • pp.73-79
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    • 2001
  • The corner protection which is consist of insulation and $9\%$ nickel liner is designed to mitigate the high hoop tension at the corner of LNG storage tank by LNG leakage. So the design loads depend on thermal and liquid pressure from leaked LNG In this paper design conditions are suggested as operating, major and minor leak conditions. And in order to check integrity of comer protection for the design conditions by appendix 4 in ASME section VIII div.2, acceptability checking process that have stress categorization and finite element analysis is explained.

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Structural Safety Assessment of Independent Spherical LNG Tank(1st Report) - Fatigue Strength Analysis Based on the S-N Approach - (독립구형 LNG 탱크의 구조안전성 평가(제1보) - 피로균열 발생수명 예측 -)

  • In-Sik Nho;Yong-Yun Nam;Ho-Sup Lee
    • Journal of the Society of Naval Architects of Korea
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    • v.30 no.2
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    • pp.132-140
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    • 1993
  • The design of LNG ship needs very high level structural design/analysis technology compared with conventional ship types because it requires perfect security against the extremly dangerous and cryogenic cargo. Hence, present paper describes the general procedure of the structural safety assessment for independent tank type LNG ship, which contains following items. 1) Long term prediction of the wave induced stresses including ship motion analysis, structural analysis of hull and tank and stochastic analysis process of ocean waves. 2) Fatigue strength analysis of a tank structure based on the S-N approach. 3) Structural safety assessment against the fatigue crack propagation based on the LBF(Leak Before Failure) concept. The first report focuced on the item (1) (2) and example calculation was performed on a prototype LNG ship. The remained part will be covered by the second report.

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Estimation for Adaptability of Fiber Reinforced Plastic Composite for LNG Storage Tank (유리섬유강화 플라스틱의 LNG 저장탱크용 합판 대체 가능성 평가)

  • Kim S. B.;Cho J. M.;Cho S. H.;Kwon Y. S.
    • Journal of the Korean Institute of Gas
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    • v.7 no.1 s.18
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    • pp.28-32
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    • 2003
  • In order to apply the properties of fiber reinforced plastic(FRP) to support panel of polyurethane foam in LNG storage tank, we estimated the mechanical properties, degree of vapour barrier, chemical stability and thermal conductivity changes as ageing. According to the results, the mechanical strength (i.g. compressive strength, bending strength, tensile strength and shear strength) are more than 30 times higher than those of plywood. The FRP-polyurethane foam(PUF) composites have lower thermal conductivity changes as ageing than plywood-PUF composites. FRP-PUF sandwich composite for LNG storage tank with these remarkable properties are compared the abilities of these structures with those of the conventional structures(plywood-PUF sandwich composite). Finally, we can obtain the effects such as superior mechanical properties and fuel saving through improved ability of vapor barrier.

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Study on the characteristics of perlite insulation for the storage tank in LNG carrier (LNG선박 화물창의 펄라이트 단열재 적용성에 관한 설계 특성 연구)

  • Yun, Sangkook
    • Journal of Advanced Marine Engineering and Technology
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    • v.37 no.8
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    • pp.843-848
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    • 2013
  • As the LNG demands are growing, the constructions of LNG FPSO (Floating Production Storage and Off-loading) and LNG carriers have been constantly increased, and the various design of storage tank has been tried. This paper propose that the material of inner storage tanks is made of 5~9% Ni steel plate and perlite powder insulation instead of urethane foam block. It needs essentially to obtain the proper design specifications that are the pressure of perlite, the characteristics of resilient blanket as the pressure absorber, optimum thickness of blanket and design pressure of tank wall, etc. to enable the perlite insulation system to LNG carrier, The results show that the design thickness of blanket should be between 1/4 to 1/3 of insulation width and the optimum rate becomes 30%, and the design pressure be applied below 1,500 Pa with blanket thickness.

A Study on the Thermal Design of the Cryogenic LNG Carrier (초저온 LNG선의 열설계에 관한 연구)

  • 김용모;고상철;천병일;김경근
    • Journal of Advanced Marine Engineering and Technology
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    • v.17 no.4
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    • pp.1-10
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    • 1993
  • This paper introduces the outline of hull structure to the sorts of LNG carrier briefly. Especially, explains in detail for the insulation system of Moss Rosenberg Verft spherical tank type LNG carrier. It is not easy task to calculate exactly the temperature distribution of hull because of very complicated structure of hull. Therefore, in this paper by the adequate modeling of the Moss Rosengerg spherical tank type LNG carrier, a program is developed which calculate the temperature distribution of every hull and estimate the heat influx from every hull and output the BOR according to the variation of atmospheric conditions on boyage.

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The Study of Roof Design for LNG Storage Tank (LNG저장탱크 Roof 설계에 관한 연구)

  • Kim, Y.K.;Lee, K.;Hong, S.H.;Oh, B.T.
    • Proceedings of the KSME Conference
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    • 2001.11a
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    • pp.448-452
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    • 2001
  • Natural gas became one of the major sources of energy in Korea. As the consumption of natural gas increase, the more capacity of the LNG storage tanks is required. Recently, Korea Gas Corp.(KOGAS) has developed the technology of designing the LNG storage tanks. In this study, some of the finite element analysis has been made for designing of the roof structure of LNG storage tanks. The load case and safety code used in this study were followed by BS7777.

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Evaluation of sloshing Resistance Performance of LNG Carrier Insulation System by Fluid-Structure Interaction Analysis (유체-구조 연성 해석을 이용한 LNG 운반선 방열시스템의 내슬로싱 성능 평가)

  • Lee, Chi-Seung;Kim, Joo-Hyun;Kim, Wha-Soo;Noh, Byeong-Jae;Kim, Myung-Hyun;Lee, Jae-Myung
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.557-560
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    • 2011
  • In the present paper, the sloshing resistance performance of an LNG carrier insulation system is evaluated by fluid-structure interaction (FSI) analysis. For this analysis, the arbitrary Lagrangian Eulerian (ALE) method is adopted to accurately calculate the structural behavior induced by internal LNG motion of a KC-1 type LNG carrier cargo tank. In addition, the global-local analysis method is introduced to reduce computational time and cost. The global model is built from shell elements to reduce the sloshing analysis time. The proposed novel analysis techniques can potentially be used to evaluate the structural integrity of LNG carrier insulation systems.

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The Stress Measurement of Membrane Type LNG Storage Tank (멤브레인식 LNG저장탱크 응력측정법)

  • Kim, Y.K.;Hong, S.H.;Yoon, I.S.;Oh, B.T.;Seo, H.S.
    • Proceedings of the KSME Conference
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    • 2000.04a
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    • pp.138-142
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    • 2000
  • In LNG Tank, it is very important to measure the strain in Membrane by theoretical and experimental stress analysis. In this paper, perform the test about strain gage, thermal sensor and lead wire to make clear the properies. The test results conclude that stress measurement by strain gage must consider the effect of many factors to measure strain acculately. The corrections should be made on apparent strain, lead wire length and Membrane shape. It is also important to measure the temperatures accurately at the strain gage location

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