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    Nonlinear Response of Laminated Cylindrical Shell Panels Subjected to Thermomechanical Loads

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 010
    Author:
    Maloy K. Singha
    ,
    L. S. Ramachandra
    ,
    J. N. Bandyopadhyay
    DOI: 10.1061/(ASCE)0733-9399(2006)132:10(1088)
    Publisher: American Society of Civil Engineers
    Abstract: The nonlinear response of multi-layered composite cylindrical shell panels subjected to thermomechanical loads are studied in this article. The structural model is based on the first order shear deformation theory incorporating geometric nonlinearities. The nonlinear equilibrium paths are traced using the arc-length control algorithm within the framework of finite element method. Hashin’s failure criterion has been adopted to predict the first-ply failure of cylindrical laminates. Both temperature independent and temperature dependent elastic properties are considered in the analysis. Specific numerical results are reported to show the effect of radius-to-span ratio, thickness-to-span ratio, laminate stacking sequence, and boundary condition on stability characteristics of laminated cylindrical shell panels subjected to combined thermal and mechanical transverse loads.
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      Nonlinear Response of Laminated Cylindrical Shell Panels Subjected to Thermomechanical Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86164
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    • Journal of Engineering Mechanics

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    contributor authorMaloy K. Singha
    contributor authorL. S. Ramachandra
    contributor authorJ. N. Bandyopadhyay
    date accessioned2017-05-08T22:40:45Z
    date available2017-05-08T22:40:45Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A10%281088%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86164
    description abstractThe nonlinear response of multi-layered composite cylindrical shell panels subjected to thermomechanical loads are studied in this article. The structural model is based on the first order shear deformation theory incorporating geometric nonlinearities. The nonlinear equilibrium paths are traced using the arc-length control algorithm within the framework of finite element method. Hashin’s failure criterion has been adopted to predict the first-ply failure of cylindrical laminates. Both temperature independent and temperature dependent elastic properties are considered in the analysis. Specific numerical results are reported to show the effect of radius-to-span ratio, thickness-to-span ratio, laminate stacking sequence, and boundary condition on stability characteristics of laminated cylindrical shell panels subjected to combined thermal and mechanical transverse loads.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Response of Laminated Cylindrical Shell Panels Subjected to Thermomechanical Loads
    typeJournal Paper
    journal volume132
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:10(1088)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 010
    contenttypeFulltext
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