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    Effects of Cold Temperature and Strain Rate on the Stress-Strain Behavior of ASTM A706 Grade 420(60) Steel Reinforcement

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
    Author:
    Jared Levings
    ,
    Sri Sritharan
    DOI: 10.1061/(ASCE)MT.1943-5533.0000523
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the results of an experimental study conducted on ASTM Grade 420(60) mild steel reinforcement at varying temperatures and strain rates to aid in the design of structures that experience seasonal freezing. The test data for this study were collected by performing monotonic testing of standard reinforcement samples at 20°C (68°F), 5°C (41°F),
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      Effects of Cold Temperature and Strain Rate on the Stress-Strain Behavior of ASTM A706 Grade 420(60) Steel Reinforcement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66904
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    contributor authorJared Levings
    contributor authorSri Sritharan
    date accessioned2017-05-08T21:55:56Z
    date available2017-05-08T21:55:56Z
    date copyrightDecember 2012
    date issued2012
    identifier other%28asce%29mt%2E1943-5533%2E0000558.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66904
    description abstractThis paper discusses the results of an experimental study conducted on ASTM Grade 420(60) mild steel reinforcement at varying temperatures and strain rates to aid in the design of structures that experience seasonal freezing. The test data for this study were collected by performing monotonic testing of standard reinforcement samples at 20°C (68°F), 5°C (41°F),
    publisherAmerican Society of Civil Engineers
    titleEffects of Cold Temperature and Strain Rate on the Stress-Strain Behavior of ASTM A706 Grade 420(60) Steel Reinforcement
    typeJournal Paper
    journal volume24
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000523
    treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
    contenttypeFulltext
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