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    Assessment of Gas Leakage Rates through Damaged Reinforced-Concrete Walls

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
    Author:
    Travis E. Soppe
    ,
    Tara C. Hutchinson
    DOI: 10.1061/(ASCE)MT.1943-5533.0000409
    Publisher: American Society of Civil Engineers
    Abstract: The increased permeability that develops in damaged concrete walls translates directly to increased leakage of gases through the wall. For reinforced concrete structures housing dangerous gases, it is important to evaluate the level of containment the structure is providing subsequent to development of damage; therefore, knowledge of the leakage rate through the wall is of upmost importance. Using results from an experimental program described in a companion paper, the leakage of air through damaged reinforced concrete wall specimens subjected to both uniaxial and biaxial loading conditions is assessed. Results suggest applicable leakage rate formulas and highlight limitations when using such formulas for future predictive analyses.
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      Assessment of Gas Leakage Rates through Damaged Reinforced-Concrete Walls

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    contributor authorTravis E. Soppe
    contributor authorTara C. Hutchinson
    date accessioned2017-05-08T21:55:44Z
    date available2017-05-08T21:55:44Z
    date copyrightMay 2012
    date issued2012
    identifier other%28asce%29mt%2E1943-5533%2E0000442.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66777
    description abstractThe increased permeability that develops in damaged concrete walls translates directly to increased leakage of gases through the wall. For reinforced concrete structures housing dangerous gases, it is important to evaluate the level of containment the structure is providing subsequent to development of damage; therefore, knowledge of the leakage rate through the wall is of upmost importance. Using results from an experimental program described in a companion paper, the leakage of air through damaged reinforced concrete wall specimens subjected to both uniaxial and biaxial loading conditions is assessed. Results suggest applicable leakage rate formulas and highlight limitations when using such formulas for future predictive analyses.
    publisherAmerican Society of Civil Engineers
    titleAssessment of Gas Leakage Rates through Damaged Reinforced-Concrete Walls
    typeJournal Paper
    journal volume24
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000409
    treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
    contenttypeFulltext
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