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    Retrofitting a Column with an Internal Hinge: Analytical and Numerical Study

    Source: Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001
    Author:
    Subash Chandra Bose Gurram
    ,
    Arghya Deb
    DOI: 10.1061/(ASCE)SC.1943-5576.0000067
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the buckling of a column with an internal hinge that is retrofitted with a rotational spring to restore some capacity to carry bending moment at the internal hinge location. The problem is solved analytically to obtain the critical buckling load. In addition a numerical solution is obtained using finite elements with the help of the ABAQUS finite-element analysis software. The results are compared, and design curves are obtained that yield the critical buckling load for the column for various values of the rotational spring stiffness and internal hinge location. The increase in strength of the column with the internal hinge wrapped with one or more layers of reinforcing material is then studied. An analytical expression is found to characterize the reinforcing wrap in terms of the stiffness of an equivalent linear elastic rotational spring. The procedure is validated by a finite-element analysis.
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      Retrofitting a Column with an Internal Hinge: Analytical and Numerical Study

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    contributor authorSubash Chandra Bose Gurram
    contributor authorArghya Deb
    date accessioned2017-05-08T21:58:17Z
    date available2017-05-08T21:58:17Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29sc%2E1943-5576%2E0000116.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67760
    description abstractThis paper examines the buckling of a column with an internal hinge that is retrofitted with a rotational spring to restore some capacity to carry bending moment at the internal hinge location. The problem is solved analytically to obtain the critical buckling load. In addition a numerical solution is obtained using finite elements with the help of the ABAQUS finite-element analysis software. The results are compared, and design curves are obtained that yield the critical buckling load for the column for various values of the rotational spring stiffness and internal hinge location. The increase in strength of the column with the internal hinge wrapped with one or more layers of reinforcing material is then studied. An analytical expression is found to characterize the reinforcing wrap in terms of the stiffness of an equivalent linear elastic rotational spring. The procedure is validated by a finite-element analysis.
    publisherAmerican Society of Civil Engineers
    titleRetrofitting a Column with an Internal Hinge: Analytical and Numerical Study
    typeJournal Paper
    journal volume16
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000067
    treePractice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001
    contenttypeFulltext
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