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    Performance of a Nongasketed Flange Joint under Combined Internal Pressure and Bending Loading

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 012
    Author:
    Muhammad Abid
    ,
    Abdul Waheed Awan
    ,
    David H. Nash
    DOI: 10.1061/(ASCE)EM.1943-7889.0000191
    Publisher: American Society of Civil Engineers
    Abstract: Performance of a bolted flange joint is characterized mainly due to its “strength” and “sealing capability.” A number of analytical and experimental studies have been conducted to study these characteristics only under internal pressure loading. A very limited amount of work is found in the literature under combined internal pressure and bending loading. Due to the ignorance of this external loading, i.e., bending loading, the optimized performance of the bolted flange joint cannot be achieved. The present design codes do not address the effects of bending loading on the structural integrity and sealing ability. To investigate joint strength and sealing capability under combined loading, an extensive comparative experimental and numerical study of a nongasketed flange joint is carried out and overall joint performance and behavior is discussed. Actual joint load capacity is determined under both the design and proof test pressure with maximum additional external bending loading that can be applied for safe joint performance. In addition, as experimentally it is impossible to test different flange joint sizes under combined loading application, hence finite element model developed and verified with the experimental results, presented in this paper can be used as base to study the behavior for different nongasketed flange joint sizes for different classes under combined pressure and bending loading.
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      Performance of a Nongasketed Flange Joint under Combined Internal Pressure and Bending Loading

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/60648
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    • Journal of Engineering Mechanics

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    contributor authorMuhammad Abid
    contributor authorAbdul Waheed Awan
    contributor authorDavid H. Nash
    date accessioned2017-05-08T21:43:25Z
    date available2017-05-08T21:43:25Z
    date copyrightDecember 2010
    date issued2010
    identifier other%28asce%29em%2E1943-7889%2E0000200.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60648
    description abstractPerformance of a bolted flange joint is characterized mainly due to its “strength” and “sealing capability.” A number of analytical and experimental studies have been conducted to study these characteristics only under internal pressure loading. A very limited amount of work is found in the literature under combined internal pressure and bending loading. Due to the ignorance of this external loading, i.e., bending loading, the optimized performance of the bolted flange joint cannot be achieved. The present design codes do not address the effects of bending loading on the structural integrity and sealing ability. To investigate joint strength and sealing capability under combined loading, an extensive comparative experimental and numerical study of a nongasketed flange joint is carried out and overall joint performance and behavior is discussed. Actual joint load capacity is determined under both the design and proof test pressure with maximum additional external bending loading that can be applied for safe joint performance. In addition, as experimentally it is impossible to test different flange joint sizes under combined loading application, hence finite element model developed and verified with the experimental results, presented in this paper can be used as base to study the behavior for different nongasketed flange joint sizes for different classes under combined pressure and bending loading.
    publisherAmerican Society of Civil Engineers
    titlePerformance of a Nongasketed Flange Joint under Combined Internal Pressure and Bending Loading
    typeJournal Paper
    journal volume136
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000191
    treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 012
    contenttypeFulltext
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