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    Structural Redesign by Large Admissible Perturbations With Static Mode Compensation

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1999:;volume( 121 ):;issue: 001::page 39
    Author:
    M. M. Bernitsas
    ,
    D. Suryatama
    DOI: 10.1115/1.2829553
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The method of LargE Admissible Perturbations (LEAP) solves redesign problems of complex structures without trial and error or repetitive finite element analyses. Code RESTRUCT (Redesign of STRUCTures) produces an optimal redesign of minimum structural change or minimum weight with modal dynamics and/or static displacement specifications. LEAP allows for large structural changes. First, the general perturbation equations are derived relating the original structure S1 (known) to the objective structure S2 (unknown) which is to satisfy the designer’s specifications. Next, the redesign problem is solved using an incremental prediction-correction scheme. In the past, LEAP produced accurate results even for 100–300 percent changes in redesign for modal objectives without any intermediate FEAs. Accuracy in static redesign, however, was limited to about 50 percent changes in static objectives. In this work, a new static general perturbation equation and the corresponding LEAP algorithm are developed to achieve accuracy for 100–300 percent changes in static performance as well. The new formulation includes the static deflection shape as the zeroth mode in the expansion of static properties in terms of dynamic modes. Systematic numerical applications show that high accuracy is achieved by fewer extracted modes.
    keyword(s): Weight (Mass) , Dynamics (Mechanics) , Structures , Algorithms , Finite element analysis , Deflection , Displacement , Equations , Errors AND Shapes ,
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      Structural Redesign by Large Admissible Perturbations With Static Mode Compensation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/122693
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorM. M. Bernitsas
    contributor authorD. Suryatama
    date accessioned2017-05-09T00:00:37Z
    date available2017-05-09T00:00:37Z
    date copyrightFebruary, 1999
    date issued1999
    identifier issn0892-7219
    identifier otherJMOEEX-28129#39_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/122693
    description abstractThe method of LargE Admissible Perturbations (LEAP) solves redesign problems of complex structures without trial and error or repetitive finite element analyses. Code RESTRUCT (Redesign of STRUCTures) produces an optimal redesign of minimum structural change or minimum weight with modal dynamics and/or static displacement specifications. LEAP allows for large structural changes. First, the general perturbation equations are derived relating the original structure S1 (known) to the objective structure S2 (unknown) which is to satisfy the designer’s specifications. Next, the redesign problem is solved using an incremental prediction-correction scheme. In the past, LEAP produced accurate results even for 100–300 percent changes in redesign for modal objectives without any intermediate FEAs. Accuracy in static redesign, however, was limited to about 50 percent changes in static objectives. In this work, a new static general perturbation equation and the corresponding LEAP algorithm are developed to achieve accuracy for 100–300 percent changes in static performance as well. The new formulation includes the static deflection shape as the zeroth mode in the expansion of static properties in terms of dynamic modes. Systematic numerical applications show that high accuracy is achieved by fewer extracted modes.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStructural Redesign by Large Admissible Perturbations With Static Mode Compensation
    typeJournal Paper
    journal volume121
    journal issue1
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2829553
    journal fristpage39
    journal lastpage46
    identifier eissn1528-896X
    keywordsWeight (Mass)
    keywordsDynamics (Mechanics)
    keywordsStructures
    keywordsAlgorithms
    keywordsFinite element analysis
    keywordsDeflection
    keywordsDisplacement
    keywordsEquations
    keywordsErrors AND Shapes
    treeJournal of Offshore Mechanics and Arctic Engineering:;1999:;volume( 121 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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