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    Load‐Deflection Behavior of Space‐Based Inflatable Fabric Beams

    Source: Journal of Aerospace Engineering:;1994:;Volume ( 007 ):;issue: 002
    Author:
    J. A. Main
    ,
    S. W. Peterson
    ,
    A. M. Strauss
    DOI: 10.1061/(ASCE)0893-1321(1994)7:2(225)
    Publisher: American Society of Civil Engineers
    Abstract: The use of inflatable structures has often been proposed for aerospace applications. The advantages of such structures include low launch weight and easy assembly. To consider using inflated fabric beams in aerospace applications, an accurate and efficient method of structural analysis must be developed. This paper develops a method of analysis for inflated fabric beams that is analogous to the shear‐moment method. The bending model is developed from basic assumptions about the state of stress in the fabric of the inflated beam. The resulting model shows that the bending behavior of inflatable fabric beams is identical to conventional solid elastic beams as long as the beam fabric remains unwrinkled. Experimental data were obtained and verify the static bending model for beams with length/diameter ratios greater than 10.
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      Load‐Deflection Behavior of Space‐Based Inflatable Fabric Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44788
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    contributor authorJ. A. Main
    contributor authorS. W. Peterson
    contributor authorA. M. Strauss
    date accessioned2017-05-08T21:15:48Z
    date available2017-05-08T21:15:48Z
    date copyrightApril 1994
    date issued1994
    identifier other%28asce%290893-1321%281994%297%3A2%28225%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44788
    description abstractThe use of inflatable structures has often been proposed for aerospace applications. The advantages of such structures include low launch weight and easy assembly. To consider using inflated fabric beams in aerospace applications, an accurate and efficient method of structural analysis must be developed. This paper develops a method of analysis for inflated fabric beams that is analogous to the shear‐moment method. The bending model is developed from basic assumptions about the state of stress in the fabric of the inflated beam. The resulting model shows that the bending behavior of inflatable fabric beams is identical to conventional solid elastic beams as long as the beam fabric remains unwrinkled. Experimental data were obtained and verify the static bending model for beams with length/diameter ratios greater than 10.
    publisherAmerican Society of Civil Engineers
    titleLoad‐Deflection Behavior of Space‐Based Inflatable Fabric Beams
    typeJournal Paper
    journal volume7
    journal issue2
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)0893-1321(1994)7:2(225)
    treeJournal of Aerospace Engineering:;1994:;Volume ( 007 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian