Evaluation of Biaxial Strength Deterioration for Coastal Bridge Piers under Non-uniform Corrosion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-5969-3.pdf
Reference44 articles.
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3. Bonet JL, Miguel PF, Fernandez MA, Romero ML (2004) Analytical approach to failure surfaces in reinforced concrete sections subjected to axial loads and biaxial bending. Journal of Structural Engineering 130(12):2006–2015, DOI: https://doi.org/10.1061/(ASCE)0733-9445(2004)130:12(2006)
4. Borah MM, Dey A, Sil A (2020) Service life assessment of chloride affected bridge located in coastal region of India considering variation in the inherent structural parameters. Structures 23:191–203, DOI: https://doi.org/10.1016/j.istruc.2019.09.020
5. Bresler B (1960) Design criteria for reinforced columns under axial load and biaxial bending. ACI Journal Proceedings 57(11):481–490
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1. Cyclic Behavior of Rectangular Bridge Piers Subjected to the Coupling Effects of Chloride Corrosion and Bidirectional Loading;Buildings;2023-02-03
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