Analytical Model for Corrosion-Induced Crack Width in Reinforced Concrete Structures
By Chun-qing Li, R. Melchers, Jian‐Jun Zheng. 2006
222 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/a327ec6e3b2045401ed5c348e3786b0123ad92e2
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In Building and Construction
In Civil and Structural Engineering
In Materials Chemistry
Citations in the corpus
- Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer (2011, background): “Over the past few years greater emphasis has been placed on investigating the propagation phase [8-18].”
- Analytical modelling of concrete cover cracking caused by corrosion of reinforcement (2010, background): “[6], who modelled concrete in the inner cracked cylinder as an orthotropic material with the modulus of elasticity reduced only in the tangential direction normal to cracks (the modulus of elasticity in the radial direction remained unchanged”