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    Fabric‐Reinforced, Mortar‐Faced, Foam‐Core Sandwich Panels

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author:
    Robert Nicholls
    DOI: 10.1061/(ASCE)0733-9445(1991)117:5(1356)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the construction of structural sandwich panels by wrapping reinforcing fabric around a foam board, then dipping it in a mortar slurry and screeding away excess mortar. A design procedure is described for obtaining the relative face, core, and reinforcing thicknesses to satisfy panel structural constraints at minimum material cost and at minimum weight for these faces, which have unequal tensile and compressive stiffnesses. Design is illustrated for a panel bending stiffness constraint. Stiffness/weight and stiffness/material cost ratios have been studied as a function of the amount of mineral wool added as a supplementary reinforcement stiffener. Stiffness/weight ratios are compared to those of pre‐stressed hollow‐core concrete decks. Potential applications include lightweight insulated panels for foundation walls and for walls and roofs of small buildings. Potential advantages include the elimination of concrete footing and foundation‐wall insulation costs as well as the reduction of construction time.
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      Fabric‐Reinforced, Mortar‐Faced, Foam‐Core Sandwich Panels

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    contributor authorRobert Nicholls
    date accessioned2017-05-08T20:54:11Z
    date available2017-05-08T20:54:11Z
    date copyrightMay 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A5%281356%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31123
    description abstractThis paper describes the construction of structural sandwich panels by wrapping reinforcing fabric around a foam board, then dipping it in a mortar slurry and screeding away excess mortar. A design procedure is described for obtaining the relative face, core, and reinforcing thicknesses to satisfy panel structural constraints at minimum material cost and at minimum weight for these faces, which have unequal tensile and compressive stiffnesses. Design is illustrated for a panel bending stiffness constraint. Stiffness/weight and stiffness/material cost ratios have been studied as a function of the amount of mineral wool added as a supplementary reinforcement stiffener. Stiffness/weight ratios are compared to those of pre‐stressed hollow‐core concrete decks. Potential applications include lightweight insulated panels for foundation walls and for walls and roofs of small buildings. Potential advantages include the elimination of concrete footing and foundation‐wall insulation costs as well as the reduction of construction time.
    publisherAmerican Society of Civil Engineers
    titleFabric‐Reinforced, Mortar‐Faced, Foam‐Core Sandwich Panels
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:5(1356)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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