• Title/Summary/Keyword: Helideck structure

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Parametric Study for Helideck Design using Finite Element Analysis (헬리데크 설계를 위한 유한요소해석 기반 매개변수연구)

  • Park, Doo-Hwan;Park, Yong-Jun;Park, Joo-Sin;Kim, Jeong-Hyeon;Kweon, Byoung-Cheol;Lee, Jae-Myung
    • Journal of Ocean Engineering and Technology
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    • v.28 no.5
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    • pp.411-422
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    • 2014
  • A helideck is a very valuable offshore structure for the take-off and landing of a helicopter. In order to design a helideck, the design parameters and various loads defined by the regulations related to the design of a helideck should be applied. In this study, a risk analysis was performed based on the helicopter accidents for seven years, and the frequency and possible reasons for accidents involving helidecks were investigated. In addition, a finite element analysis of a steel helideck mounted on the upper deck of a ship (shuttle tanker) was performed with the load that should be considered when designing a helideck. Based on the results, a parametric study of helideck was carried out by applying a variety of design parameters, and an improved helideck design was presented. This improved helideck reduced the steel used by up to 24% compared to the initial helideck design, and the results of a finite element analysis were analyzed and compared with those of the initial analysis.

Fatigue analysis of helideck structures (헬리데크 구조물의 피로해석)

  • Jeon, Sangik;Oh, Simkwan;Roh, Jisun;Kim, Bongjae;Jang, Kibok
    • Special Issue of the Society of Naval Architects of Korea
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    • 2015.09a
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    • pp.63-68
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    • 2015
  • This paper presents fatigue analysis of helideck structures located in FPSO. After FPSO is moved to the target position where production of resource is performed, FPSO stays at the target position and performs production of resource, storage and off-loading during the design life. Helideck structure is located in FPSO essentially for the movement of personnel and life rescue at emergency situations by using helicopters. Because inertial load induced by FPSO motion and landing and taking-off load of helicopter occur at helideck structures cyclically, helideck structures should be designed to withstand fatigue loads. Therefore, The fatigue assessment of helideck structures should be performed with fatigue loads. Effect of stress concentration due to misalignment between welded plates is considered in fatigue assessment additionally.

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Parametric study for suggestion of the design procedure for offshore plant helideck subjected to impact load

  • Park, Doo-Hwan;Kim, Jeong-Hyeon;Park, Yong-Jun;Jeon, Jun-Hwan;Kim, Myung-Hyun;Lee, Jae-Myung
    • Structural Engineering and Mechanics
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    • v.60 no.5
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    • pp.851-873
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    • 2016
  • Helidecks are vital structures that act as a last exit in an emergency. They transport people and goods to and from ships and offshore plants. When designing the structure of a helideck, it is necessary to comply with loading conditions and design parameters specified in existing professional design standards and regulations. In the present study, finite element analysis (FEA) was conducted with regard to a steel helideck mounted on the upper deck of a ship considering the emergency landing of the helicopter. The superstructure and substructure were designed, and the influence of various design parameters was analyzed on the basis of the FEA results.

A Study on Lightweight Design of Cantilever-type Helideck Using Topology Design Optimization (위상 최적설계를 활용한 캔틸레버식 헬리데크 경량화 연구)

  • Jung, Tae-Won;Kim, Byung-Mo;Ha, Seung-Hyun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.5
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    • pp.453-460
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    • 2017
  • In the offshore industry, helicopters are mainly used for transportation of goods or operating personnel between offshore sites and onshore facilities. A helideck is a structure that is required for landing and take-off of helicopters on the offshore structure. There are several shapes of helidecks depending on the type of offshore structures or installation location. Among them, cantilever-type helidecks usually provide more space on the topside of offshore structures and it is safer against potential accidents like fire or explosion. In this paper, the cantilever-type helideck is selected for the research object and topology design optimization is applied for lightweight design of the helideck. A finite element model is then created from the optimal layout of truss structures of the helideck, and structural analysis is performed under various landing conditions and wind loads. Based on the analysis results, the detailed section dimensions of structural members are determined so that the maximum stress at each structure member does not exceed the allowable stress of the structural material. Also, the final optimal design shows significant decrease in the total weight of the helideck.

A study on fire design accidental loads for aluminum safety helidecks

  • Kim, Sang Jin;Lee, Jin;Paik, Jeom Kee;Seo, Jung Kwan;Shin, Won Heaop;Park, Joo Shin
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.8 no.6
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    • pp.519-529
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    • 2016
  • The helideck structure must satisfy the safety requirements associated with various environmental and accidental loads. Especially, there have been a number of fire accidents offshore due to helicopter collision (take-off and/or landing) in recent decades. To prevent further accidents, a substantial amount of effort has been directed toward the management of fire in the safety design of offshore helidecks. The aims of this study are to introduce and apply a procedure for quantitative risk assessment and management of fires by defining the fire loads with an applied example. The frequency of helicopter accidents are considered, and design accidental levels are applied. The proposed procedures for determining design fire loads can be efficiently applied in offshore helideck development projects.

Estimation of the Wind Forces of Ieodo Ocean Research Station by a Wind Tunnel Test (풍동실험에 의한 이어도 해양과학기지의 풍력산정)

  • 심재설;전인식;황종국;오병철
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.14 no.2
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    • pp.161-170
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    • 2002
  • A wind tunnel experiment was performed with the design wind speed of 50m/s to investigate the wind forces of Ieodo Ocean Research Station. The structure portion above water surface was modelled with 1/80 scale ratio. The wind force coefficients were determined from the force signals and compared to the results of a numerical study which was separately undertaken. Those results generally agreed well, and it is assured that the experimental data can be effectively used in the wind resistant design of the structure. Making use of the experimental force and pressure coefficients, the wind farce and moments acting on the overall upper structure of prototype are determined together with the wind pressures on local impervious facilities (main deck, solar panel and helideck).

Structural Safety Assessment of Tie-down for Securing Helicopter (헬리콥터 고정용 안전장치 구조 안전성 평가)

  • Myung Su Yi;Kwang-Chul Seo;Joo Shin Park
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.29 no.4
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    • pp.372-379
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    • 2023
  • International oil prices are expected to increase from $85 a barrel this year to up to $100 a barrel in the second half of the year; this is likely to increase orders for offshore plants in the global market. One main characteristic of offshore plants is that a large helideck is located on the top side, and aluminum alloys are used as the basic material of the structure for weight reduction and corrosion resistance. Shipowners are increasing the size of helicopters to quickly evacuate lives in the event of an emergency, and the safety use load of devices that can stably secure helicopters to the deck is also required to increase. Owing to the nature of the aluminum material, the structural strength caused by welding is greatly reduced; therefore, the fixing device must be designed by embedding it in the deck and fixing it with bolts. In this study, a model applying aluminum alloy 6082-T6 was developed to develop a helicopter fastening device that can be used for large helidecks (diameter = 28 m). The developed item was verified through nonlinear structural strength calculation to satisfy the load used for the actual fastening condition. The load condition with a 45° showed a lower ultimate strength than the 90° case owing to local plastic collapse. The nonlinear structural collapse behavior showed a result similar to that of the experimental test. The main contents derived from this study are considered to be reference materials when evaluating the structural strength of similar aluminum equipment.