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    Postannealing Mechanical Properties of Structural Steel St37

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007
    Author:
    Mohammad Bahirai
    ,
    Mohsen Gerami
    ,
    Vahid Bahaari Zargar
    DOI: 10.1061/(ASCE)MT.1943-5533.0003191
    Publisher: ASCE
    Abstract: In this paper, an experimental investigation was conducted to study the postannealing behavior of Iranian structural steel. Accordingly, 14 heating regimes were programmed to investigate the influence of peak temperature on the mechanical behavior of Iranian steel during the annealing process. Dumbbell specimens were cut out from a hot-rolled carbon steel profile section. Tensile test results showed that the section components (i.e., the flange and web) were affected in almost a similar way, however, the values of the affected mechanical properties were different. Also, the experiments revealed that the peak temperature experienced by the material has a considerable influence on the postannealing mechanical behavior. Below 600°C, there was seen a negligible decrease in yield and ultimate strength so that the material could regain almost all its nominal strength. The maximum ductility took place at 1,000°C, and the elongation ratios of the specimens were 1.26 and 1.37 times greater than the unheated specimens for the flange and web, respectively.
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      Postannealing Mechanical Properties of Structural Steel St37

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4266311
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    contributor authorMohammad Bahirai
    contributor authorMohsen Gerami
    contributor authorVahid Bahaari Zargar
    date accessioned2022-01-30T19:58:50Z
    date available2022-01-30T19:58:50Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0003191.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266311
    description abstractIn this paper, an experimental investigation was conducted to study the postannealing behavior of Iranian structural steel. Accordingly, 14 heating regimes were programmed to investigate the influence of peak temperature on the mechanical behavior of Iranian steel during the annealing process. Dumbbell specimens were cut out from a hot-rolled carbon steel profile section. Tensile test results showed that the section components (i.e., the flange and web) were affected in almost a similar way, however, the values of the affected mechanical properties were different. Also, the experiments revealed that the peak temperature experienced by the material has a considerable influence on the postannealing mechanical behavior. Below 600°C, there was seen a negligible decrease in yield and ultimate strength so that the material could regain almost all its nominal strength. The maximum ductility took place at 1,000°C, and the elongation ratios of the specimens were 1.26 and 1.37 times greater than the unheated specimens for the flange and web, respectively.
    publisherASCE
    titlePostannealing Mechanical Properties of Structural Steel St37
    typeJournal Paper
    journal volume32
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003191
    page04020152
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007
    contenttypeFulltext
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