Analytical Model for Residual Bond Strength of Corroded Reinforcement in Concrete Structures
- Submitting institution
-
University of East London
- Unit of assessment
- 12 - Engineering
- Output identifier
- 32
- Type
- D - Journal article
- DOI
-
10.1061/(ASCE)EM.1943-7889.0000997
- Title of journal
- Journal of Engineering Mechanics
- Article number
- -
- First page
- 04015079
- Volume
- 142
- Issue
- 2
- ISSN
- 1943-7889
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2015
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
1
- Research group(s)
-
1 - Innovative Materials and Construction Systems
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This paper presents a new analytical model for predicting residual bond strength of corrosion damaged RC structures by considering the realistic properties of cracked concrete such as anisotropic behaviour, residual tensile strength and reduced tensile stiffness. The effectiveness of the proposed model has been examined using existing theoretical models and experimental data available from the various resources which clearly validates the proposed model. The theories developed in this paper have been further applied to develop an advance performance deterioration model which has been published in many peer review international journals and conferences and which has attracted many independent citations.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
