Effect of Fiber Distribution on the Flexural Fatigue Behavior of HPFRC Depending on Specimen Size and Fiber Content
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-70145-0_48
Reference10 articles.
1. Poveda, E., Ruiz, G., Cifuentes, H., Yu, R.C., Zhang, X.: Influence of the fiber content on the compressive low-cycle fatigue behavior of self-compacting SFRC. Int. J. Fatigue 101, 9–17 (2017)
2. Vicente, M.A., Ruiz, G., González, D.C., Mínguez, J., Tarifa, M., Zhang, X.: Effects of fiber orientation and content on the static and fatigue behavior of SFRC by using CT-Scan technology. Int. J. Fatigue 128, 105178 (2019)
3. Skarżyński, Ł, Suchorzewski, J.: Mechanical and fracture properties of concrete reinforced with recycled and industrial steel fibers using digital image correlation technique and x-ray micro computed tomography. Constr. Build. Mater. 183, 283–299 (2018)
4. Zhou, B., Uchida, Y.: Influence of flowability, casting time and formwork geometry on fiber orientation and mechanical properties of UHPFRC. Cem. Concr. Res. 95, 164–177 (2017)
5. Zhou, B., Uchida, Y.: Relationship between fiber orientation/distribution and post-cracking behaviour in ultra-high-performance fiber-reinforced concrete (UHPFRC). Cem. Concr. Compos. 83, 66–75 (2017)
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