The fatigue properties and damage of the corroded steel bars under the constant-amplitude fatigue load

被引:5
|
作者
Ouyang, Xiang Sen [1 ,2 ]
Luo, Xiao Yong [1 ]
Wang, Jun [2 ]
机构
[1] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Hunan Inst Engn, Coll Architecture Engn, Xiangtan 411104, Peoples R China
关键词
corrosion; fatigue life; prediction model; fatigue residual strain; damage invariable; stress-strain curve; CORROSION; BEHAVIOR; REINFORCEMENT; TENSILE;
D O I
10.21595/jve.2018.20333
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
We obtained the corroded steel bars by conducting electrically-accelerated corrosion tests. Then, to investigate the effects of the corrosion ratio and the stress amplitude on the fatigue life, and to further study the damage evolution law under corrosion and fatigue loads, we performed axial fatigue tests on 13 steel bars with various corrosion ratios. The laboratory results show that the fatigue life is logarithmical linear to the stress amplitude, and the increase in corrosion ratio leads to the accelerated decrease in the fatigue life. In addition, the increase in stress amplitude can accelerate the fatigue damage, and further decreases the fatigue life. With the laboratory data, we further established a model to predict the fatigue life of the steel bars with various corrosion ratios. The evolution of the residual strains includes the relatively rapid increase, stable increase and rapid increase stages. Moreover, we developed an evolution equation for the residual strain, and this equation can properly describe the laboratory results. Furthermore, considering the fatigue damage, we proposed a constitutive model to describe the stress-strain curve of the corroded steel bar under static tension. The comparison shows that the calculated stress curves agree well with the laboratory curves.
引用
收藏
页码:988 / 997
页数:10
相关论文
共 50 条
  • [1] Study on static constitutive relation of corroded steel bars after constant amplitude fatigue loading
    Ouyang, Xiangsen
    Luo, Xiaoyong
    Zou, Hongbo
    Xiao, Ye
    [J]. Journal of Railway Science and Engineering, 2020, 17 (04) : 972 - 979
  • [2] Fatigue behaviour of stainless steel bolts in tension and shear under constant-amplitude loading
    Wang, Jia
    Uy, Brian
    Li, Dongxu
    Song, Yuchen
    [J]. INTERNATIONAL JOURNAL OF FATIGUE, 2020, 133
  • [3] Randomness of fatigue crack growth under constant-amplitude loads
    Lapetra, C.
    Mayo, J.
    Dominguez, J.
    [J]. Fatigue and Fracture of Engineering Materials and Structures, 1996, 19 (05): : 589 - 600
  • [4] The randomness of fatigue crack growth under constant-amplitude loads
    Lapetra, C
    Mayo, J
    Dominguez, J
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 1996, 19 (05) : 589 - 600
  • [5] A STUDY OF FATIGUE CRACK-GROWTH IS-1020 STEEL UNDER CONSTANT-AMPLITUDE LOADING
    SINGH, SB
    KUMAR, R
    [J]. INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 1992, 52 (02) : 177 - 188
  • [6] FATIGUE DAMAGE IN 1045 STEEL UNDER CONSTANT AMPLITUDE BIAXIAL LOADING
    HUA, CT
    SOCIE, DF
    [J]. FATIGUE OF ENGINEERING MATERIALS AND STRUCTURES, 1984, 7 (03): : 165 - 179
  • [7] Fatigue characteristics and fracture behaviour of sandstone under discontinuous multilevel constant-amplitude fatigue disturbance
    Wang, Ju
    Li, Jiangteng
    Shi, Zhanming
    Chen, Jinci
    Lin, Hang
    [J]. ENGINEERING FRACTURE MECHANICS, 2022, 274
  • [8] Equivalent constant-amplitude fatigue load method based on the energy equivalence principle
    Gao, Ruofan
    Li, Jie
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, 2019, 22 (13) : 2892 - 2906
  • [9] Experimental research on fatigue behavior of prestressed concrete beams under constant-amplitude and variable-amplitude fatigue loading
    Du, Yongxiao
    Wei, Jun
    Yuan, Jian
    Lai, Yanfeng
    Sun, Dinghao
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 259
  • [10] Laboratory tests on the fatigue behavior of damaged reinforced concrete beams under constant-amplitude fatigue loading
    Ouyang, Xiangsen
    Luo, Xiaoyong
    Liu, Jie
    Wang, Jun
    Zou, Hongbo
    [J]. STRUCTURAL CONCRETE, 2021, 22 (06) : 3461 - 3475