High-Performance Steel Fibre Reinforced Concrete (HPFRC) Flexural Fatigue Design with Upgraded $$S-N$$ Curves
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-70145-0_46
Reference18 articles.
1. Do, M.-T., Chaallal, O., Aïtcin, P.-C.: Fatigue Behavior of High-Performance Concrete. J. Mater. Civil Eng. 5(1), 96–111 (1993)
2. Kachkouch, F.Z., et al.: Fatigue behavior of concrete: a literature review on the main relevant parameters. Construct. Build. Mater. 338, 127510 (2022)
3. De Alencar Monteiro, V.M., Cardoso, D.C.T., De Andrade Silva, F.: Mechanisms of fiber-matrix interface degradation under fatigue loading in steel FRC. J. Build. Eng. 68, 106168 (2023)
4. Lachance, F., Charron, J.-P., Massicotte, B.: Development of precast bridge slabs in high-performance fiber-reinforced concrete and ultra-high-performance fiber-reinforced concrete. ACI Struct. J. 113(5) (2016)
5. Chen, C., Shen, X., Zhou, Z., Hua, X.: Feasibility study of a steel-UHPFRC hybrid tower for offshore wind turbines. Ocean Eng. 288, 116140 (2023)
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