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    Response of Curved Sandwich Panels Subjected to Blast Loading

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 005
    Author:
    Jianhu Shen
    ,
    Guoxing Lu
    ,
    Longmao Zhao
    ,
    Zhihao Qu
    DOI: 10.1061/(ASCE)CF.1943-5509.0000234
    Publisher: American Society of Civil Engineers
    Abstract: Curved sandwich panels with two aluminium face sheets and an aluminium foam core under air blast loadings were investigated experimentally and numerically. Specimens with two values of radius of curvature and different core/face sheet configurations with the same projected area were tested for three blast intensities. All four edges of the panels were fully clamped. The experiments were carried out by a four-cable ballistic pendulum with corresponding sensors. The impulse acting on the front face of the assembly, the deflection history at the center of the back face sheet, and the strain history at some characteristic points on the back face were obtained. Then the deformation/failure modes of specimens were classified and analyzed systematically. The commercial software LS-DYNA was employed to simulate those physical processes. The finite-element (FE) model was validated by the data from experiments. Detailed deformation and energy dissipation mechanisms were further revealed by the FE models. The valuable experimental data and results from FE models show that the initial curvature of a curved sandwich panel changes the deformation/collapse mode with an extended range for bending-dominated deformation mode, which suggests that the performance of the sandwich shell structures slightly exceeds that of both their equivalent solid counterpart and a flat sandwich plate in certain blast intensity ranges.
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      Response of Curved Sandwich Panels Subjected to Blast Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57826
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    contributor authorJianhu Shen
    contributor authorGuoxing Lu
    contributor authorLongmao Zhao
    contributor authorZhihao Qu
    date accessioned2017-05-08T21:37:33Z
    date available2017-05-08T21:37:33Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29cf%2E1943-5509%2E0000237.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57826
    description abstractCurved sandwich panels with two aluminium face sheets and an aluminium foam core under air blast loadings were investigated experimentally and numerically. Specimens with two values of radius of curvature and different core/face sheet configurations with the same projected area were tested for three blast intensities. All four edges of the panels were fully clamped. The experiments were carried out by a four-cable ballistic pendulum with corresponding sensors. The impulse acting on the front face of the assembly, the deflection history at the center of the back face sheet, and the strain history at some characteristic points on the back face were obtained. Then the deformation/failure modes of specimens were classified and analyzed systematically. The commercial software LS-DYNA was employed to simulate those physical processes. The finite-element (FE) model was validated by the data from experiments. Detailed deformation and energy dissipation mechanisms were further revealed by the FE models. The valuable experimental data and results from FE models show that the initial curvature of a curved sandwich panel changes the deformation/collapse mode with an extended range for bending-dominated deformation mode, which suggests that the performance of the sandwich shell structures slightly exceeds that of both their equivalent solid counterpart and a flat sandwich plate in certain blast intensity ranges.
    publisherAmerican Society of Civil Engineers
    titleResponse of Curved Sandwich Panels Subjected to Blast Loading
    typeJournal Paper
    journal volume25
    journal issue5
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000234
    treeJournal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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