The effect of non-uniform steel bar corrosion on pre-stressed RC members subjected to hysteretic load at the mid-span: experimental study and three-dimensional FEM modeling
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s43452-023-00705-8.pdf
Reference44 articles.
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3. Błaszczyn T. The influence of internal corrosion on the durability of concrete. Arch Civ Mech Eng. 2012;12:219–27. https://doi.org/10.1016/j.acme.2012.03.002.
4. Yuan W, Guo AL. Experimental investigation on the cyclic behaviors of corroded coastal bridge piers with transfer of plastic hinge due to non-uniform corrosion. Soil Dyn Earthq Eng. 2017;102:112–23. https://doi.org/10.1016/j.soildyn.2017.08.019.
5. Guo A, Li H, Ba X, Guan X, Li H. Experimental investigation on the cyclic performance of reinforced concrete piers with chloride-induced corrosion in marine environment. Eng Struct. 2015;105:1–11. https://doi.org/10.1016/j.engstruct.2015.09.031.
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