YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASME
    • Journal of Solar Energy Engineering
    • View Item
    •   YE&T Library
    • ASME
    • Journal of Solar Energy Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Analysis of Sandwich Panels for an Energy Efficient and Self-Supporting Residential Roof

    Source: Journal of Solar Energy Engineering:;2006:;volume( 128 ):;issue: 003::page 338
    Author:
    Daniel Thomas
    ,
    Louise F. Goldberg
    ,
    John Carmody
    ,
    Susan C. Mantell
    ,
    Jane H. Davidson
    DOI: 10.1115/1.2210503
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The structural and thermal feasibility of a self-supporting sandwich panel for energy efficient residential roof applications is assessed. The assessment is limited to symmetric sandwich panels comprising two face sheets and an insulating core. Feasible panel designs are presented for loading conditions, corresponding to southern and northern climates in the United States. The base case panel is 5.5m long for a nominal 4.6m horizontal span and an 8∕12 roof pitch. Face sheet materials considered are oriented strand board, steel, and fiber reinforced plastic. Core materials considered are expanded polystyrene, extruded polystyrene, polyurethane, and poly(vinyl-chloride) foams. A wide range of material options meet building code limits on deflection and weight and prevent face sheet fracture and buckling, and core shear failure. Panels are identified that have structural depths similar to conventional wood rafter construction. Shortening the overall panel length provides greater choice in the use of materials and decreases the required panel thickness. Suggestions for improved panel designs address uncertainty in the ability of the plastic core to withstand long term loading over the expected life of residential buildings.
    keyword(s): Steel , Stress , Climate , Deflection , Roofs , Thickness , Failure , Shear (Mechanics) , Weight (Mass) , Design , Oriented strand board , Insulation AND Buckling ,
    • Download: (1.088Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Analysis of Sandwich Panels for an Energy Efficient and Self-Supporting Residential Roof

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/134601
    Collections
    • Journal of Solar Energy Engineering

    Show full item record

    contributor authorDaniel Thomas
    contributor authorLouise F. Goldberg
    contributor authorJohn Carmody
    contributor authorSusan C. Mantell
    contributor authorJane H. Davidson
    date accessioned2017-05-09T00:21:32Z
    date available2017-05-09T00:21:32Z
    date copyrightAugust, 2006
    date issued2006
    identifier issn0199-6231
    identifier otherJSEEDO-28397#338_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134601
    description abstractThe structural and thermal feasibility of a self-supporting sandwich panel for energy efficient residential roof applications is assessed. The assessment is limited to symmetric sandwich panels comprising two face sheets and an insulating core. Feasible panel designs are presented for loading conditions, corresponding to southern and northern climates in the United States. The base case panel is 5.5m long for a nominal 4.6m horizontal span and an 8∕12 roof pitch. Face sheet materials considered are oriented strand board, steel, and fiber reinforced plastic. Core materials considered are expanded polystyrene, extruded polystyrene, polyurethane, and poly(vinyl-chloride) foams. A wide range of material options meet building code limits on deflection and weight and prevent face sheet fracture and buckling, and core shear failure. Panels are identified that have structural depths similar to conventional wood rafter construction. Shortening the overall panel length provides greater choice in the use of materials and decreases the required panel thickness. Suggestions for improved panel designs address uncertainty in the ability of the plastic core to withstand long term loading over the expected life of residential buildings.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAnalysis of Sandwich Panels for an Energy Efficient and Self-Supporting Residential Roof
    typeJournal Paper
    journal volume128
    journal issue3
    journal titleJournal of Solar Energy Engineering
    identifier doi10.1115/1.2210503
    journal fristpage338
    journal lastpage348
    identifier eissn1528-8986
    keywordsSteel
    keywordsStress
    keywordsClimate
    keywordsDeflection
    keywordsRoofs
    keywordsThickness
    keywordsFailure
    keywordsShear (Mechanics)
    keywordsWeight (Mass)
    keywordsDesign
    keywordsOriented strand board
    keywordsInsulation AND Buckling
    treeJournal of Solar Energy Engineering:;2006:;volume( 128 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian