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    Creep Property of TMCP High-Strength Steel Q690CFD at Elevated Temperatures

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 002
    Author:
    Jin Jiang
    ,
    W. Bao
    ,
    Z. Y. Peng
    ,
    X. H. Dai
    DOI: 10.1061/(ASCE)MT.1943-5533.0003040
    Publisher: ASCE
    Abstract: Creep effect becomes an important consideration in the design of high-strength steel structures subjected to a soaking period at elevated temperatures such as in stress-relieving post-weld heat treatment (PWHT) circumstances. However, very limited experimental data can be found for the creep property of the thermal-mechanical control process (TMCP) of high-strength steel (HSS) at different elevated temperatures and stress levels, which seriously restricts the numerical modelling for the creep effect and analysis of the mechanical behavior of TMCP HSS structural elements. To this end, the physical mechanisms underlying the creep in TMCP HSS were firstly discussed in this paper, after which the mechanical properties of Q690CFD at ambient and elevated temperatures were investigated. An experimental investigation on the creep properties of Q690CFD at elevated temperatures was organized in the current study. The effect of environmental temperature and stress level on the creep behavior of TMCP HSS was also studied. A constitutive model was proposed to describe the creep behavior of TMCP HSS under elevated temperatures. Finally, validation of the constitutive model shows good agreement with the test results.
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      Creep Property of TMCP High-Strength Steel Q690CFD at Elevated Temperatures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266183
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    contributor authorJin Jiang
    contributor authorW. Bao
    contributor authorZ. Y. Peng
    contributor authorX. H. Dai
    date accessioned2022-01-30T19:54:15Z
    date available2022-01-30T19:54:15Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0003040.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266183
    description abstractCreep effect becomes an important consideration in the design of high-strength steel structures subjected to a soaking period at elevated temperatures such as in stress-relieving post-weld heat treatment (PWHT) circumstances. However, very limited experimental data can be found for the creep property of the thermal-mechanical control process (TMCP) of high-strength steel (HSS) at different elevated temperatures and stress levels, which seriously restricts the numerical modelling for the creep effect and analysis of the mechanical behavior of TMCP HSS structural elements. To this end, the physical mechanisms underlying the creep in TMCP HSS were firstly discussed in this paper, after which the mechanical properties of Q690CFD at ambient and elevated temperatures were investigated. An experimental investigation on the creep properties of Q690CFD at elevated temperatures was organized in the current study. The effect of environmental temperature and stress level on the creep behavior of TMCP HSS was also studied. A constitutive model was proposed to describe the creep behavior of TMCP HSS under elevated temperatures. Finally, validation of the constitutive model shows good agreement with the test results.
    publisherASCE
    titleCreep Property of TMCP High-Strength Steel Q690CFD at Elevated Temperatures
    typeJournal Paper
    journal volume32
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003040
    page04019364
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 002
    contenttypeFulltext
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