Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion

Different Approaches to Model Cover-Cracking of RC Structures due to Corrosion

This thesis presents three different approaches to model corrosion-induced crack propagation in reinforced concrete structures. The first approach is solved numerically using finite differences to model the softening behaviour of concrete in tension. The second approach idealizes the concrete cover...

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Bibliographic Details
Main Author: Roshan, Arman
Other Authors: Noël, Martin
Language:en
Published: Université d'Ottawa / University of Ottawa 2018
Subjects:
Corrosion
Modelling
Cover-Cracking
RC Structures
Thick-Walled Cylinder
Finite Differences
Finite Element
TWC
Rust Compressibility
Rust Diffusion
Critical Attack Penetration
Visual Critical Attack Penetration
Elasto Plastic Cylinder
Brittle Elastic Cylinder
Maximum Internal Pressure
Online Access:http://hdl.handle.net/10393/37104
http://dx.doi.org/10.20381/ruor-21376

Internet

http://hdl.handle.net/10393/37104
http://dx.doi.org/10.20381/ruor-21376

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