Fatigue tests and assessment of high-yield-strength cold-rolled large-diameter ribbed steel bars

Cold-rolled large-diameter ribbed steel bars have higher strength than hot-rolled steel bars but are susceptible to cracks, particularly at the root of the ribs, owing to the manufacturing process. This study investigated steel bars of 75 mm diameter produced using different manufacturing processes. Extensive testing of the specimens was conducted, including high-cycle fatigue tests under various high loadings, fatigue crack growth (FCG) rate at a stress ratio of 0.85, fracture surface analysis, and statistical analysis of the probabilities and FCG mechanisms. A fatigue life model considering the initial cracks in a ribbed steel bar was proposed based on the Paris and Walker models. Fewer rolling cycles and higher tempering temperatures accelerated the growth rate of the initial cracks. Finally, the FCG life was calculated using the integral equation under diverse processes and loading conditions. The critical thresholds for the initial crack length demonstrated the ability to withstand 2 × 10 6 cycles under a stress amplitude of 88 MPa without fracture.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2024-12-13
DOI
https://doi.org/10.1016/j.cscm.2024.e04088
Citations
1
Primary Topic
Structural Load-Bearing Analysis
Type
article
Field-Weighted Citation Impact
0.26

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article

Fatigue tests and assessment of high-yield-strength cold-rolled large-diameter ribbed steel bars

Chuang Cui, Yanqing Fu, Hai-lin Chang, Jin-dou Liu et al.
1 citations
Case Studies in Construction Materials
Structural Load-Bearing Analysis
0.26
article

Fatigue tests and assessment of high-yield-strength cold-rolled large-diameter ribbed steel bars

Chuang Cui, Yanqing Fu, Hai-lin Chang, Jin-dou Liu, Xia Song
article en
1 citations

Abstract

Cold-rolled large-diameter ribbed steel bars have higher strength than hot-rolled steel bars but are susceptible to cracks, particularly at the root of the ribs, owing to the manufacturing process. This study investigated steel bars of 75 mm diameter produced using different manufacturing processes. Extensive testing of the specimens was conducted, including high-cycle fatigue tests under various high loadings, fatigue crack growth (FCG) rate at a stress ratio of 0.85, fracture surface analysis, and statistical analysis of the probabilities and FCG mechanisms. A fatigue life model considering the initial cracks in a ribbed steel bar was proposed based on the Paris and Walker models. Fewer rolling cycles and higher tempering temperatures accelerated the growth rate of the initial cracks. Finally, the FCG life was calculated using the integral equation under diverse processes and loading conditions. The critical thresholds for the initial crack length demonstrated the ability to withstand 2 × 10 6 cycles under a stress amplitude of 88 MPa without fracture.

Case Studies in Construction MaterialsVol. 22
Beijing Building Construction Research Institute (China) (CN), Southwest Jiaotong University (CN)
National Natural Science Foundation of China, National Key Research and Development Program of China
Openalex Percentile: Top 42%
Structural Load-Bearing Analysis
0.26
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Fatigue tests and assessment of high-yield-strength cold-rolled large-diameter ribbed steel bars — Chuang Cui, Yanqing Fu, et al. · Case Studies in Construction Materials (2024) | TGRS Research Map | TGRS