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    Nonprismatic Folded Plates: Tests

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author:
    Hasmukh Vitlialbhai Trivedi
    ,
    Sachchidanand Sinha
    ,
    Kaveti Seetharamulu
    DOI: 10.1061/(ASCE)0733-9445(1983)109:10(2463)
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of the investigation presented herein is to study the behavior of proposed nonprismatic folded plates. The laboratory test program consisted of tests on two sand‐araldite models of variable depth folded plates of a single unit of inverted trough section each with a 1 m span. The proposed nonprismatic shape is obtained by varying the depth of the folded plate parabolically along the span with maximum depth at mid span. The ratios of mid span depth to the depth at support for the two models were 2 and 4. The experiment was conducted for three loading conditions: (1) Uniformly distributed load on top plate and line load along both valleys; (2) uniformly distributed load on top plate; and (3) uniformly distributed load on top plate and line load along one of the valleys. The deflections, longitudinal stresses, and transverse moments predicted by the force method of analysis are compared with those obtained from the experiment and are found to be in good agreement.
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      Nonprismatic Folded Plates: Tests

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/28835
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    • Journal of Structural Engineering

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    contributor authorHasmukh Vitlialbhai Trivedi
    contributor authorSachchidanand Sinha
    contributor authorKaveti Seetharamulu
    date accessioned2017-05-08T20:50:22Z
    date available2017-05-08T20:50:22Z
    date copyrightOctober 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A10%282463%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28835
    description abstractThe purpose of the investigation presented herein is to study the behavior of proposed nonprismatic folded plates. The laboratory test program consisted of tests on two sand‐araldite models of variable depth folded plates of a single unit of inverted trough section each with a 1 m span. The proposed nonprismatic shape is obtained by varying the depth of the folded plate parabolically along the span with maximum depth at mid span. The ratios of mid span depth to the depth at support for the two models were 2 and 4. The experiment was conducted for three loading conditions: (1) Uniformly distributed load on top plate and line load along both valleys; (2) uniformly distributed load on top plate; and (3) uniformly distributed load on top plate and line load along one of the valleys. The deflections, longitudinal stresses, and transverse moments predicted by the force method of analysis are compared with those obtained from the experiment and are found to be in good agreement.
    publisherAmerican Society of Civil Engineers
    titleNonprismatic Folded Plates: Tests
    typeJournal Paper
    journal volume109
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:10(2463)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 010
    contenttypeFulltext
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