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    Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 003::page 04022002
    Author:
    Songhee Lee
    ,
    Chadon Lee
    DOI: 10.1061/(ASCE)ST.1943-541X.0003290
    Publisher: ASCE
    Abstract: During steam curing of concrete, the axial restraint of pretensioned strands causes thermal prestress loss of the strands accumulated until sufficient bonding occurs. A theoretical model is presented in this paper to predict the progressive slippage of strands with time, bonding time, and the amount of thermal prestress loss. The model incorporating the equivalent age-dependent local bond-slip relationships considers the effects of material-related factors, the layout of the prestressing system, and changes in the temperature. Three pairs of two monostrand pretensioned concrete prisms were fabricated to validate the developed model. The model was able to trace the experimentally measured progressive slippage of the strand reasonably well, and it predicted thermal prestress losses by 5.2%–5.5% of the initial prestress of 1,395 MPa for the tested prisms.
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      Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282425
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    contributor authorSonghee Lee
    contributor authorChadon Lee
    date accessioned2022-05-07T20:26:18Z
    date available2022-05-07T20:26:18Z
    date issued2022-01-07
    identifier other(ASCE)ST.1943-541X.0003290.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282425
    description abstractDuring steam curing of concrete, the axial restraint of pretensioned strands causes thermal prestress loss of the strands accumulated until sufficient bonding occurs. A theoretical model is presented in this paper to predict the progressive slippage of strands with time, bonding time, and the amount of thermal prestress loss. The model incorporating the equivalent age-dependent local bond-slip relationships considers the effects of material-related factors, the layout of the prestressing system, and changes in the temperature. Three pairs of two monostrand pretensioned concrete prisms were fabricated to validate the developed model. The model was able to trace the experimentally measured progressive slippage of the strand reasonably well, and it predicted thermal prestress losses by 5.2%–5.5% of the initial prestress of 1,395 MPa for the tested prisms.
    publisherASCE
    titleBonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing
    typeJournal Paper
    journal volume148
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003290
    journal fristpage04022002
    journal lastpage04022002-11
    page11
    treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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