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    Thermally Induced Deflections in Bolted Flanged Connections

    Source: Journal of Pressure Vessel Technology:;2005:;volume( 127 ):;issue: 004::page 394
    Author:
    Abdel-Hakim Bouzid
    ,
    Akli Nechache
    DOI: 10.1115/1.2042476
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Pressure vessel joints operating at high temperature are often very difficult to seal. The existing flange design methods do not address thermal effects other than the variation of flange material mechanical properties with temperature. It is possible to include the effects of temperature loading in joint analysis, however, presently very few guidelines exist for this type of analysis. This paper outlines the theoretical analysis used for the determination of the steady state operating temperature and deflections in bolted flange joints. It details the theoretical equations necessary to predict the temperature profiles and thermal expansion difference between the joint components necessary for the evaluation of the load redistribution for the two cases of a flange pair and a flange with a cover plate. The results from the theoretical models are verified by comparison to finite element results.
    keyword(s): Temperature , Stress , Flanges , Finite element analysis , Deflection , Equations , Temperature profiles , Flange connections , Shells , Bolted flanges , Thermal expansion , Thickness , Heat AND Steady state ,
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      Thermally Induced Deflections in Bolted Flanged Connections

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/132466
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    contributor authorAbdel-Hakim Bouzid
    contributor authorAkli Nechache
    date accessioned2017-05-09T00:17:32Z
    date available2017-05-09T00:17:32Z
    date copyrightNovember, 2005
    date issued2005
    identifier issn0094-9930
    identifier otherJPVTAS-28460#394_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/132466
    description abstractPressure vessel joints operating at high temperature are often very difficult to seal. The existing flange design methods do not address thermal effects other than the variation of flange material mechanical properties with temperature. It is possible to include the effects of temperature loading in joint analysis, however, presently very few guidelines exist for this type of analysis. This paper outlines the theoretical analysis used for the determination of the steady state operating temperature and deflections in bolted flange joints. It details the theoretical equations necessary to predict the temperature profiles and thermal expansion difference between the joint components necessary for the evaluation of the load redistribution for the two cases of a flange pair and a flange with a cover plate. The results from the theoretical models are verified by comparison to finite element results.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThermally Induced Deflections in Bolted Flanged Connections
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2042476
    journal fristpage394
    journal lastpage401
    identifier eissn1528-8978
    keywordsTemperature
    keywordsStress
    keywordsFlanges
    keywordsFinite element analysis
    keywordsDeflection
    keywordsEquations
    keywordsTemperature profiles
    keywordsFlange connections
    keywordsShells
    keywordsBolted flanges
    keywordsThermal expansion
    keywordsThickness
    keywordsHeat AND Steady state
    treeJournal of Pressure Vessel Technology:;2005:;volume( 127 ):;issue: 004
    contenttypeFulltext
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