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    Predicting Residual Tensile Strength of Seven-Wire Strands Using That of Single Wires Exposed to Chloride Environments

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author:
    Radhakrishna G. Pillai
    ,
    Kenneth F. Reinschmidt
    ,
    David Trejo
    ,
    Paolo Gardoni
    ,
    Mary Beth D. Hueste
    DOI: 10.1061/(ASCE)MT.1943-5533.0000933
    Publisher: American Society of Civil Engineers
    Abstract: The steel strands in posttensioned (PT) concrete systems are typically embedded inside cementitious grout for protection from the environment. However, strands not embedded in grout have been observed in PT systems. The exposed strand is susceptible to corrosion, and particularly the location where the strand protrudes from the grout (i.e., grout-air-steel interface) is more vulnerable to corrosion. Prediction of the tension capacity (
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      Predicting Residual Tensile Strength of Seven-Wire Strands Using That of Single Wires Exposed to Chloride Environments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67334
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    contributor authorRadhakrishna G. Pillai
    contributor authorKenneth F. Reinschmidt
    contributor authorDavid Trejo
    contributor authorPaolo Gardoni
    contributor authorMary Beth D. Hueste
    date accessioned2017-05-08T21:57:15Z
    date available2017-05-08T21:57:15Z
    date copyrightAugust 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000975.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67334
    description abstractThe steel strands in posttensioned (PT) concrete systems are typically embedded inside cementitious grout for protection from the environment. However, strands not embedded in grout have been observed in PT systems. The exposed strand is susceptible to corrosion, and particularly the location where the strand protrudes from the grout (i.e., grout-air-steel interface) is more vulnerable to corrosion. Prediction of the tension capacity (
    publisherAmerican Society of Civil Engineers
    titlePredicting Residual Tensile Strength of Seven-Wire Strands Using That of Single Wires Exposed to Chloride Environments
    typeJournal Paper
    journal volume26
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000933
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    contenttypeFulltext
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