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    Fold and Bond Construction of Cement Laminate Structural Shapes

    Source: Journal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 003
    Author:
    Robert Nicholls
    ,
    Vistasp Karbhari
    DOI: 10.1061/(ASCE)0899-1561(1989)1:3(133)
    Publisher: American Society of Civil Engineers
    Abstract: The ease with which fabric‐reinforced cement mortar laminates can be folded leads to studying the behavior of folded plate structural shapes made by this method. Sandwich panels having fabric‐reinforced cement mortar faces and rectangularly folded cores have been designed to maximize flexural stiffness per unit material cost. Folded‐core, fabric‐reinforced, cement laminate sandwich panels have been fabricated by scoring and folding the core laminate, then adhesively bonding the folded core to the face laminates. A design example illustrates a way to maximize panel bending stiffness per unit of material cost. Stiffness/weight ratios are compared with the ratios for some precast concrete panel sections. Potential applications include lightweight panels for building walls, roofs, and floors.
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      Fold and Bond Construction of Cement Laminate Structural Shapes

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    contributor authorRobert Nicholls
    contributor authorVistasp Karbhari
    date accessioned2017-05-08T21:16:33Z
    date available2017-05-08T21:16:33Z
    date copyrightAugust 1989
    date issued1989
    identifier other%28asce%290899-1561%281989%291%3A3%28133%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45216
    description abstractThe ease with which fabric‐reinforced cement mortar laminates can be folded leads to studying the behavior of folded plate structural shapes made by this method. Sandwich panels having fabric‐reinforced cement mortar faces and rectangularly folded cores have been designed to maximize flexural stiffness per unit material cost. Folded‐core, fabric‐reinforced, cement laminate sandwich panels have been fabricated by scoring and folding the core laminate, then adhesively bonding the folded core to the face laminates. A design example illustrates a way to maximize panel bending stiffness per unit of material cost. Stiffness/weight ratios are compared with the ratios for some precast concrete panel sections. Potential applications include lightweight panels for building walls, roofs, and floors.
    publisherAmerican Society of Civil Engineers
    titleFold and Bond Construction of Cement Laminate Structural Shapes
    typeJournal Paper
    journal volume1
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1989)1:3(133)
    treeJournal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 003
    contenttypeFulltext
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