An Experimental Study on the Deterioration Behaviour of External Tendons Due to Corrosion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-0316-5.pdf
Reference34 articles.
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2. Cederquist SC (2000) Motor speedway bridge collapse caused by corrosion. Materials Performance 36(7):18–19
3. Colajanni P, Recupero A, Ricciardi G, Spinella N (2016) Failure by corrosion in PC bridges: A case history of a viaduct in Italy. International Journal of Structural Integrity 7(2), DOI: https://doi.org/10.1108/IJSI-09-2014-0046
4. Coronelli D, Castel A, Vu NA, François R (2009) Corroded post-tensioned beams with bonded tendons and wire failure. Engineering Structures 31(8):1687–1697, DOI: https://doi.org/10.1016/j.engstruct.2009.02.043
5. Dai L, Wang L, Bian H, Zhang J, Zhang X, Ma Y (2019) Flexural Capacity prediction of corroded prestressed concrete beams incorporating bond degradation. Journal of Aerospace Engineering 32(4):4019027, DOI: https://doi.org/10.1061/(asce)as.1943-5525.0001022
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