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Computational Modelling Strategies for Nonlinear Response Prediction of Corroded Circular RC Bridge Piers
- Source :
- Advances in Materials Science and Engineering, Vol 2016 (2016)
- Publication Year :
- 2016
- Publisher :
- Wiley, 2016.
-
Abstract
- A numerical model is presented that enables simulation of the nonlinear flexural response of corroded reinforced concrete (RC) components. The model employs a force-based nonlinear fibre beam-column element. A new phenomenological uniaxial material model for corroded reinforcing steel is used. This model accounts for the impact of corrosion on buckling strength, postbuckling behaviour, and low-cycle fatigue degradation of vertical reinforcement under cyclic loading. The basic material model is validated through comparison of simulated and observed responses for uncorroded RC columns. The model is used to explore the impact of corrosion on the inelastic response of corroded RC columns.
- Subjects :
- Materials of engineering and construction. Mechanics of materials
TA401-492
Subjects
Details
- Language :
- English
- ISSN :
- 16878434 and 16878442
- Volume :
- 2016
- Database :
- Directory of Open Access Journals
- Journal :
- Advances in Materials Science and Engineering
- Publication Type :
- Academic Journal
- Accession number :
- edsdoj.899447c618c4109a6bdbbfeeaf1df6e
- Document Type :
- article
- Full Text :
- https://doi.org/10.1155/2016/2738265