Service life prediction of corrosion-affected reinforced concrete columns based on time-dependent reliability analysis
- 1 November 2020
- journal article
- research article
- Published by Elsevier in Engineering Failure Analysis
- Vol. 117
Abstract
No abstract availableKeywords
This publication has 51 references indexed in Scilit:
- Time dependent models of apparent diffusion coefficient and surface chloride for chloride transport in fly ash concreteConstruction and Building Materials, 2013
- 3D Numerical modelling of steel corrosion in concrete structuresCorrosion Science, 2011
- Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layerCorrosion Science, 2011
- Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beamsStructural Safety, 2009
- Calibration concepts for load and resistance factor design (LRFD) of reinforced soil wallsCanadian Geotechnical Journal, 2008
- Finite element analysis of the effects of radial expansion of corroded reinforcementComputers & Structures, 2006
- Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexureStructural Safety, 2004
- Reliability analysis—a review and some perspectivesStructural Safety, 2001
- Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part II. Development for the National Building Code of CanadaCanadian Geotechnical Journal, 1996
- On the Distribution of the First-Passage Time for Normal Stationary Random ProcessesJournal of Applied Mechanics, 1975