Numerical evaluation on the effect of steel bar corrosion on the cyclic behaviour of RC bridge piers-Reference-Cited by-同舟云学术

Numerical evaluation on the effect of steel bar corrosion on the cyclic behaviour of RC bridge piers

Published:2021 Issue: Volume:44 Page:2393-2398
ISSN:2214-7853
Container-title:Materials Today: Proceedings
language:en
Short-container-title:Materials Today: Proceedings

Author:

Biswas Rajib Kumar,Iwanami Mistuyasu,Chijiwa Nobuhiro,Nakayama Kazuhide

Publisher

Elsevier BV

Subject

General Medicine

Reference21 articles.

1. G.H. Koch, M.P.H. Brongers, N.G. Thompson, Y.P. Virmani, J.H. Payer. Corrosion cost and preventive strategies Corrosion. 202 (2001) 1-16 http://watermainbreakclock.com/docs/techbrief.pdf.

2. Aging considerations in the development of time-dependent seismic fragility curves;Ghosh;J. Struct. Eng.,2010

3. Experimental investigation on the cyclic behaviors of corroded coastal bridge piers with transfer of plastic hinge due to non-uniform corrosion;Yuan;Soil Dyn. Earthq. Eng.,2017

4. Partially corroded reinforced concrete piers under axial compression and cyclic loading: An experimental study;Zhou;Eng. Struct.,2020

5. Experimental investigation on the cyclic performance of reinforced concrete piers with chloride-induced corrosion in marine environment;Guo;Eng. Struct.,2015

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