Secondary transfer length and residual prestress of fractured strand in post-tensioned concrete beams
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11709-022-0809-1.pdf
Reference41 articles.
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3. Li D S, Tan M L, Zhang S F, Ou J P. Stress corrosion damage evolution analysis and mechanism identification for prestressed steel strands using acoustic emission technique. Structural Control and Health Monitoring, 2018, 25(8): e2189
4. Nürnberger U. Corrosion induced failure mechanisms of prestressing steel. Materials and Corrosion, 2002, 53(8): 591–601
5. Zhang W P, Liu X G, Gu X L. Fatigue behavior of corroded prestressed concrete beams. Construction & Building Materials, 2016, 106: 198–208
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2. Bond of post-tensioning strands in case of grouting defects;Construction and Building Materials;2024-05
3. Experimental Investigation on the Effect of Time on Transfer Length in Pre-Stressed Concrete Beams;2024-02-07
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