Fatigue behavior and calculation methods of high strength steel fiber reinforced concrete beam Article Swipe
YOU?
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· 2023
· Open Access
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· DOI: https://doi.org/10.54113/j.sust.2023.000028
Adding steel fibers into concrete was considered as one of the most effective ways to restrain the crack development and improve the stiffness for reinforced concrete (RC) structures. To explore the reinforcement mechanism of steel fibers on the fatigue behavior of high-strength RC beam, eight high-strength steel fiber reinforced concrete (HSSFRC) beams subjected to fatigue loading were tested in this study. The main design parameters considered in this work were stress level and steel fiber content. The failure mode, crack patterns, fatigue life, crack width, and stiffness degradation of HSSFRC beams under fatigue loading were discussed. The results showed that steel fibers could significantly increase the fatigue life, restrain crack development, and improve crack patterns of HSSFRC beams under fatigue loading compared to ordinary RC beams. Both the crack width and stiffness degradation rate of beams decrease with increasing steel fiber content. Besides, the empirical formulas for calculating the maximum crack width and midspan deflection of HSSFRC beam under fatigue loading were proposed and validated using experimental results.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.54113/j.sust.2023.000028
- https://doi.org/10.54113/j.sust.2023.000028
- OA Status
- diamond
- Cited By
- 19
- References
- 47
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4362728292
Raw OpenAlex JSON
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https://openalex.org/W4362728292Canonical identifier for this work in OpenAlex
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https://doi.org/10.54113/j.sust.2023.000028Digital Object Identifier
- Title
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Fatigue behavior and calculation methods of high strength steel fiber reinforced concrete beamWork title
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articleOpenAlex work type
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enPrimary language
- Publication year
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2023Year of publication
- Publication date
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2023-02-01Full publication date if available
- Authors
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Zhiqiang Gu, Feng Hu, Danying Gao, Jun Zhao, Congjie Wei, Chenglin WuList of authors in order
- Landing page
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https://doi.org/10.54113/j.sust.2023.000028Publisher landing page
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https://doi.org/10.54113/j.sust.2023.000028Direct link to full text PDF
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YesWhether a free full text is available
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diamondOpen access status per OpenAlex
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https://doi.org/10.54113/j.sust.2023.000028Direct OA link when available
- Concepts
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Materials science, Stiffness, Structural engineering, Composite material, Fiber-reinforced concrete, Beam (structure), Deflection (physics), Reinforced concrete, Reinforcement, Fiber, Engineering, Optics, PhysicsTop concepts (fields/topics) attached by OpenAlex
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19Total citation count in OpenAlex
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2025: 4, 2024: 11, 2023: 4Per-year citation counts (last 5 years)
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47Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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