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    Effects of Stress Ratio and Banded Microstructure on Fatigue Crack Growth Behavior of HRB400 Steel Bar

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
    Author:
    Ma Yafei;Guo Zhongzhao;Wang Lei;Zhang Jianren;Liu Yongming
    DOI: 10.1061/(ASCE)MT.1943-5533.0002193
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the effects of stress ratio and microstructure on the fatigue crack growth (FCG) behavior of HRB4 steel bars widely used in concrete bridges. A constant stress–controlled FCG test with different stress ratios is performed on compact tension specimens. Test specimens are machined from rebar in two directions, i.e., cracks propagate in the radial and axial directions of the steel bar. The FCG rate versus stress intensity factor range under different stress ratios and different crack orientations are obtained. The morphology of the fracture surface and the FCG path are examined by scanning electron microscope and optical microscopy. Following this, the FCG curves, fracture characteristics, and FCG paths are compared. The experimental results show that the radial and axial crack predominantly present the transgranular and intergranular fracture mode, respectively. The material presents a higher resistance to FCG in radial orientation than that in axial direction.
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      Effects of Stress Ratio and Banded Microstructure on Fatigue Crack Growth Behavior of HRB400 Steel Bar

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    contributor authorMa Yafei;Guo Zhongzhao;Wang Lei;Zhang Jianren;Liu Yongming
    date accessioned2019-02-26T07:31:17Z
    date available2019-02-26T07:31:17Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002193.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247562
    description abstractThis paper investigates the effects of stress ratio and microstructure on the fatigue crack growth (FCG) behavior of HRB4 steel bars widely used in concrete bridges. A constant stress–controlled FCG test with different stress ratios is performed on compact tension specimens. Test specimens are machined from rebar in two directions, i.e., cracks propagate in the radial and axial directions of the steel bar. The FCG rate versus stress intensity factor range under different stress ratios and different crack orientations are obtained. The morphology of the fracture surface and the FCG path are examined by scanning electron microscope and optical microscopy. Following this, the FCG curves, fracture characteristics, and FCG paths are compared. The experimental results show that the radial and axial crack predominantly present the transgranular and intergranular fracture mode, respectively. The material presents a higher resistance to FCG in radial orientation than that in axial direction.
    publisherAmerican Society of Civil Engineers
    titleEffects of Stress Ratio and Banded Microstructure on Fatigue Crack Growth Behavior of HRB400 Steel Bar
    typeJournal Paper
    journal volume30
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002193
    page4017314
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
    contenttypeFulltext
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