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    Numerical Simulation of Multiple Floating Structures With Nonlinear Constraints

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2002:;volume( 124 ):;issue: 002::page 104
    Author:
    Subrata K. Chakrabarti
    DOI: 10.1115/1.1463735
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A versatile and efficient numerical analysis is developed to compute the responses of a moored floating system composed of multiple floating structures. Structures such as tankers, semisubmersibles, FPSOs, SPARs, TLPs, and SPMs connected by mooring lines, connectors or fenders may be analyzed individually or collectively including multiple interaction. The analysis is carried out in the time domain assuming rigid body motion for the structures, and the solution is generated by a forward integration scheme. The analysis includes the nonlinearities in the excitation, damping, and restoring terms encountered in a typical mooring system configuration. It also allows for instabilities in the tower oscillation as well as slack mooring lines. Certain simplifications in the analysis have been made, which are discussed. The exciting forces in the analysis are wind, current, and waves (including a steady and an oscillating drift force), which are not necessarily collinear. The waves can be single frequency or composed of multiple frequency components. For regular waves either linear, stretched linear or fifth order theory may be used. The irregular wave may be included as a given spectral model (e.g., PM or JONSWAP). The vessels are free to respond to the exciting forces in six degrees of freedom—surge, sway, heave, roll, pitch, and yaw. The tower, when present, is free to respond in two degrees of freedom—oscillation and precession. The loads in the mooring lines are determined from prescribed tension-strain tables for the lines. Rigid mooring arms can be analyzed by allowing for compression in the load-strain table. Fenders may be input similarly through load compression tables. In order to establish the stability and accuracy of the solution, comparison of the results with linearized frequency domain analysis was made. The analysis is verified by several different model test results for different structure configurations in regular and random seas. Some of the interesting aspects of nonlinear system are shown with a few examples.
    keyword(s): Oscillations , Force , Structures , Motion , Computer simulation , Stress , Waves , Floating (Concrete) , Damping , Floating structures , Mooring , Vessels , Yaw , Wind , Tankers , Frequency-domain analysis AND Pitch (Bituminous material) ,
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      Numerical Simulation of Multiple Floating Structures With Nonlinear Constraints

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    http://yetl.yabesh.ir/yetl1/handle/yetl/127303
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorSubrata K. Chakrabarti
    date accessioned2017-05-09T00:08:23Z
    date available2017-05-09T00:08:23Z
    date copyrightMay, 2002
    date issued2002
    identifier issn0892-7219
    identifier otherJMOEEX-28186#104_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/127303
    description abstractA versatile and efficient numerical analysis is developed to compute the responses of a moored floating system composed of multiple floating structures. Structures such as tankers, semisubmersibles, FPSOs, SPARs, TLPs, and SPMs connected by mooring lines, connectors or fenders may be analyzed individually or collectively including multiple interaction. The analysis is carried out in the time domain assuming rigid body motion for the structures, and the solution is generated by a forward integration scheme. The analysis includes the nonlinearities in the excitation, damping, and restoring terms encountered in a typical mooring system configuration. It also allows for instabilities in the tower oscillation as well as slack mooring lines. Certain simplifications in the analysis have been made, which are discussed. The exciting forces in the analysis are wind, current, and waves (including a steady and an oscillating drift force), which are not necessarily collinear. The waves can be single frequency or composed of multiple frequency components. For regular waves either linear, stretched linear or fifth order theory may be used. The irregular wave may be included as a given spectral model (e.g., PM or JONSWAP). The vessels are free to respond to the exciting forces in six degrees of freedom—surge, sway, heave, roll, pitch, and yaw. The tower, when present, is free to respond in two degrees of freedom—oscillation and precession. The loads in the mooring lines are determined from prescribed tension-strain tables for the lines. Rigid mooring arms can be analyzed by allowing for compression in the load-strain table. Fenders may be input similarly through load compression tables. In order to establish the stability and accuracy of the solution, comparison of the results with linearized frequency domain analysis was made. The analysis is verified by several different model test results for different structure configurations in regular and random seas. Some of the interesting aspects of nonlinear system are shown with a few examples.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNumerical Simulation of Multiple Floating Structures With Nonlinear Constraints
    typeJournal Paper
    journal volume124
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1463735
    journal fristpage104
    journal lastpage109
    identifier eissn1528-896X
    keywordsOscillations
    keywordsForce
    keywordsStructures
    keywordsMotion
    keywordsComputer simulation
    keywordsStress
    keywordsWaves
    keywordsFloating (Concrete)
    keywordsDamping
    keywordsFloating structures
    keywordsMooring
    keywordsVessels
    keywordsYaw
    keywordsWind
    keywordsTankers
    keywordsFrequency-domain analysis AND Pitch (Bituminous material)
    treeJournal of Offshore Mechanics and Arctic Engineering:;2002:;volume( 124 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian