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    Topology Optimization for Frequencies Using an Evolutionary Method

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author:
    X. Y. Yang
    ,
    Y. M. Xie
    ,
    G. P. Steven
    ,
    O. M. Querin
    DOI: 10.1061/(ASCE)0733-9445(1999)125:12(1432)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an evolutionary method for structural topology optimization subject to frequency constraints. The evolutionary structural optimization (ESO) method is based on the idea that by gradually removing inefficient material, the residual shape of structure evolves toward an optimum. The method is further developed by allowing the material to be added as well as removed, and this new approach is called the bidirectional ESO method (BESO). BESO has been successfully used for problems of stress and stiffness/displacement constraints. Its application to frequency optimization is addressed in this paper. Three kinds of optimization objectives, namely, maximizing a single frequency, maximizing multiple frequencies, and designing structures with prescribed frequencies are considered. Four examples are tested by BESO and ESO. The objective functions yielded by the two methods are close, and BESO is computationally more efficient in most cases.
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      Topology Optimization for Frequencies Using an Evolutionary Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/33122
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    contributor authorX. Y. Yang
    contributor authorY. M. Xie
    contributor authorG. P. Steven
    contributor authorO. M. Querin
    date accessioned2017-05-08T20:57:19Z
    date available2017-05-08T20:57:19Z
    date copyrightDecember 1999
    date issued1999
    identifier other%28asce%290733-9445%281999%29125%3A12%281432%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33122
    description abstractThis paper presents an evolutionary method for structural topology optimization subject to frequency constraints. The evolutionary structural optimization (ESO) method is based on the idea that by gradually removing inefficient material, the residual shape of structure evolves toward an optimum. The method is further developed by allowing the material to be added as well as removed, and this new approach is called the bidirectional ESO method (BESO). BESO has been successfully used for problems of stress and stiffness/displacement constraints. Its application to frequency optimization is addressed in this paper. Three kinds of optimization objectives, namely, maximizing a single frequency, maximizing multiple frequencies, and designing structures with prescribed frequencies are considered. Four examples are tested by BESO and ESO. The objective functions yielded by the two methods are close, and BESO is computationally more efficient in most cases.
    publisherAmerican Society of Civil Engineers
    titleTopology Optimization for Frequencies Using an Evolutionary Method
    typeJournal Paper
    journal volume125
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:12(1432)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 012
    contenttypeFulltext
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