Numerical Analysis of the Crack Resistance of Post-tensioned Prestressed Concrete Anchorage Zone with Spiral Fe-SMA Stirrup
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-3362-4_46
Reference23 articles.
1. Li CX, Feng Z, Pan RS et al (2020) Experimental and numerical investigation on the anchorage zone of prestressed UHPC box-girder bridge. J Bridge Eng 25(6)
2. Lee JS, Woo BH, Ryou JS et al (2021) Performance assessment of the post-tensioned anchorage zone using high-strength concrete considering confinement effect. Materials (Basel) 14(7)
3. Rebelo J, Marchão C, Lúcio V (2021) The efficiency of confinement reinforcement in post-tensioning anchorage zones. Mag Concr Res 73(6):271–287
4. Cervenka V, Ganz HR (2014) Validation of post-tensioning anchorage zones by laboratory testing and numerical simulation. Struct Concr 15(2):258–268
5. Li S, Zheng W, Zhou W et al (2022) Experiment and validation of local bearing capacity for reactive powder concrete confined with high-strength spirals. Arch Civ Mech Eng 22(1)
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