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Structural Optimization of Joined-Wing Beam Model with Bend-Twist Coupling Using Equivalent Static Loads - Green, Nicholas S.

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      Présentation Structural Optimization Of Joined - Wing Beam Model With Bend - Twist Coupling Using Equivalent Static Loads de Green...

       - Livre Science humaines et sociales, Lettres

      Livre Science humaines et sociales, Lettres - Green, Nicholas S. - 31/10/2012 - Broché - Langue : Anglais

      . .

    • Auteur(s) : Green, Nicholas S.
    • Editeur : Creative Media Partners, Llc
    • Langue : Anglais
    • Parution : 31/10/2012
    • Format : Moyen, de 350g à 1kg
    • Nombre de pages : 84
    • Expédition : 168
    • Dimensions : 24.6 x 18.9 x 0.4
    • ISBN : 9781288311743



    • Résumé :

      This study is based on the merger of two separate theories to further the efficiency with which joined-wing structural models are designed. The first theory is Geometrically Exact Beam Theory (GEBT). GEBT is a small strain beam theory which is capable of accurately capturing the geometric bend-twist coupling in beam elements that are experiencing large global deformations. This is crucial to the joined-wing problem as it is geometrically nonlinear. The second theory concerns Equivalent Static Loads (ESL). These ESL consist of a load vector that produces the same nodal displacements and rotations as those computed from a pure nonlinear analysis. The ESL displacements and rotations are then used to calculate ESL stresses. By merging these two theories into a single structural optimization effort, computational cost is reduced by orders of magnitude when compared to purely nonlinear response optimization efforts. It is shown that the final design obtained by the optimization is the same for both types of analysis.

      This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work.

      This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work.

      As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.

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