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    Nonlinear Response of Reinforced Concrete Slabs Represented by Beam Grids

    Source: Journal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 001::page 90
    Author:
    D. G. Morrison
    DOI: 10.1115/1.3230886
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The objective of this paper is to present a grid model for the nonlinear analysis of plates. The model, composed of a grid of beam elements responding in flexure and torsion, is described in the following sections. To verify the modeling approach, calculated and measured response to two plate-column connections are compared. This comparison follows a description of the grid model, and an explanation of the tested connections. The connections are of reinforced concrete, differing in slab reinforcement ratio, and the modeling accounts for a number of nonlinearities. By modeling the plate as a grid of beam elements, relatively simple stress-analysis programs may be used to approach the nonlinear behavior in a series of linear steps. Reinforced concrete slabs have been proposed in various offshore structures, such as floating concrete platforms [1] and LNG offshore structures [2], and the response into the nonlinear range is of importance.
    keyword(s): Concrete slabs , Modeling , Offshore structures , Torsion , Stress analysis (Engineering) , Floating (Concrete) , Bending (Stress) , Plates (structures) , Liquefied natural gas , Slabs AND Reinforced concrete ,
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      Nonlinear Response of Reinforced Concrete Slabs Represented by Beam Grids

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    http://yetl.yabesh.ir/yetl1/handle/yetl/96997
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    contributor authorD. G. Morrison
    date accessioned2017-05-08T23:15:20Z
    date available2017-05-08T23:15:20Z
    date copyrightMarch, 1983
    date issued1983
    identifier issn0195-0738
    identifier otherJERTD2-26389#90_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96997
    description abstractThe objective of this paper is to present a grid model for the nonlinear analysis of plates. The model, composed of a grid of beam elements responding in flexure and torsion, is described in the following sections. To verify the modeling approach, calculated and measured response to two plate-column connections are compared. This comparison follows a description of the grid model, and an explanation of the tested connections. The connections are of reinforced concrete, differing in slab reinforcement ratio, and the modeling accounts for a number of nonlinearities. By modeling the plate as a grid of beam elements, relatively simple stress-analysis programs may be used to approach the nonlinear behavior in a series of linear steps. Reinforced concrete slabs have been proposed in various offshore structures, such as floating concrete platforms [1] and LNG offshore structures [2], and the response into the nonlinear range is of importance.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Response of Reinforced Concrete Slabs Represented by Beam Grids
    typeJournal Paper
    journal volume105
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3230886
    journal fristpage90
    journal lastpage96
    identifier eissn1528-8994
    keywordsConcrete slabs
    keywordsModeling
    keywordsOffshore structures
    keywordsTorsion
    keywordsStress analysis (Engineering)
    keywordsFloating (Concrete)
    keywordsBending (Stress)
    keywordsPlates (structures)
    keywordsLiquefied natural gas
    keywordsSlabs AND Reinforced concrete
    treeJournal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 001
    contenttypeFulltext
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