Buckling and Bearing Capacity Variation Caused by Local Corrosion at Support in Steel Bridge
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-1494-2.pdf
Reference25 articles.
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4. Dominic K, Kay W, Zaghi AE (2018) Design considerations for headed shear studs embedded in ultra-high performance concrete as part of a novel bridge repair method. Journal of Constructional Steel Research (149):180–194, DOI: https://doi.org/10.1016/j.jcsr.2018.07.015
5. Fasl, JD, Stith, JC, Helwig TA, Schuh A, Farris J, Engelhardt MD, Williamson EB, Frank KH (2015) Instrumentation of a horizontally curved steel I-girder bridge during construction. Journal of Structural Engineering 141(1)D4014006, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001110
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1. Reinforcement effect of corroded end in steel girder with multi-transverse web stiffeners;Journal of Constructional Steel Research;2024-05
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