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    Direct Numerical Determination of the Asymptotic Cyclic Behavior of Pseudoelastic Shape Memory Structures

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 007
    Author:
    Claire Morin
    ,
    Ziad Moumni
    ,
    Wael Zaki
    DOI: 10.1061/(ASCE)EM.1943-7889.0000249
    Publisher: American Society of Civil Engineers
    Abstract: The design of shape memory alloys (SMAs) structures against fatigue requires the computation of the stabilized mechanical state. The classical computation method, based on a plasticity-like algorithm, requires a step-by-step calculation, leading to prohibitive computation time to reach this stabilized state. To overcome this issue, we propose to extend the direct cyclic method (DCM), for elastoplastic structures, for use with the Zaki-Moumni (ZM) model for SMAs. DCM is a large time increment method in which a periodicity condition is enforced on the state variables. Comparison with the classical incremental approach shows considerable reduction in computation time.
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      Direct Numerical Determination of the Asymptotic Cyclic Behavior of Pseudoelastic Shape Memory Structures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/60711
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    contributor authorClaire Morin
    contributor authorZiad Moumni
    contributor authorWael Zaki
    date accessioned2017-05-08T21:43:29Z
    date available2017-05-08T21:43:29Z
    date copyrightJuly 2011
    date issued2011
    identifier other%28asce%29em%2E1943-7889%2E0000258.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60711
    description abstractThe design of shape memory alloys (SMAs) structures against fatigue requires the computation of the stabilized mechanical state. The classical computation method, based on a plasticity-like algorithm, requires a step-by-step calculation, leading to prohibitive computation time to reach this stabilized state. To overcome this issue, we propose to extend the direct cyclic method (DCM), for elastoplastic structures, for use with the Zaki-Moumni (ZM) model for SMAs. DCM is a large time increment method in which a periodicity condition is enforced on the state variables. Comparison with the classical incremental approach shows considerable reduction in computation time.
    publisherAmerican Society of Civil Engineers
    titleDirect Numerical Determination of the Asymptotic Cyclic Behavior of Pseudoelastic Shape Memory Structures
    typeJournal Paper
    journal volume137
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000249
    treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 007
    contenttypeFulltext
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