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    Stress-Concentration Factors in Circular Hollow Section and Square Hollow Section T-Connections: Experiments, Finite-Element Analysis, and Formulas

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 011
    Author:
    L. W.
    ,
    Tong
    ,
    H. Z.
    ,
    Zheng
    ,
    F. R.
    ,
    Mashiri
    ,
    X. L.
    ,
    Zhao
    DOI: 10.1061/(ASCE)ST.1943-541X.0000759
    Publisher: American Society of Civil Engineers
    Abstract: Nodal T-connections made up of circular hollow section (CHS) braces and square hollow section (SHS) chords (CHS-SHS T-connections) have the advantage that they do not require complex brace end preparation when compared with CHS-CHS T-connections. The stress-concentration factors (SCFs) in CHS-SHS T-connections have also been found to be lower than those in SHS-SHS T-connections by previous researchers. At present, no parametric equations have been developed for determination of SCFs for the design of CHS-SHS T-connections. In this investigation, eight CHS-SHS T-connections with unique nondimensional parameters were strain gauged for determination of strain-concentration factors (SNCFs) and therefore SCFs. A three-dimensional finite-element model was then developed using the
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      Stress-Concentration Factors in Circular Hollow Section and Square Hollow Section T-Connections: Experiments, Finite-Element Analysis, and Formulas

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/68692
    Collections
    • Journal of Structural Engineering

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    contributor authorL. W.
    contributor authorTong
    contributor authorH. Z.
    contributor authorZheng
    contributor authorF. R.
    contributor authorMashiri
    contributor authorX. L.
    contributor authorZhao
    date accessioned2017-05-08T22:00:27Z
    date available2017-05-08T22:00:27Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29st%2E1943-541x%2E0000803.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68692
    description abstractNodal T-connections made up of circular hollow section (CHS) braces and square hollow section (SHS) chords (CHS-SHS T-connections) have the advantage that they do not require complex brace end preparation when compared with CHS-CHS T-connections. The stress-concentration factors (SCFs) in CHS-SHS T-connections have also been found to be lower than those in SHS-SHS T-connections by previous researchers. At present, no parametric equations have been developed for determination of SCFs for the design of CHS-SHS T-connections. In this investigation, eight CHS-SHS T-connections with unique nondimensional parameters were strain gauged for determination of strain-concentration factors (SNCFs) and therefore SCFs. A three-dimensional finite-element model was then developed using the
    publisherAmerican Society of Civil Engineers
    titleStress-Concentration Factors in Circular Hollow Section and Square Hollow Section T-Connections: Experiments, Finite-Element Analysis, and Formulas
    typeJournal Paper
    journal volume139
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000759
    treeJournal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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