Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures

By S. Pantazopoulou, Katerina D. Papoulia. 2001

390 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry

View Paper: https://www.semanticscholar.org/paper/b7d865d61530d7dfe1da92780e1c455b093b5e60

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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): “[13] S.”
Chloride-induced reinforcement corrosion and concrete cracking simulation (2008, background): “When compared with the parent metal iron, the characteristic physical properties of the typical corrosion products are summarized as shown in Table 1: <insert Table 1> Two corrosion products are generally thought to be dominant — ferrous hydroxide Fe(OH)2 and hydrated red rust Fe(OH)3 [20,21].”
Cover cracking of reinforced concrete due to rebar corrosion induced by chloride penetration (2011, background): “In spite of the variety of the proposed models [8-10,18-22], most are based on the hypothesis of a thick-walled cylinder with the wall thickness equal to that of the concrete cover, with different approaches to the nonlinear behaviour of concrete after cracking.”
Experimental and Numerical Investigation of Corrosion-Induced Cover Cracking in Reinforced Concrete Structures (2009, methodology): “Some crack initiation models Liu and Weyers 1998; Pantazopoulou and Papoulia 2001; Wang and Li 2004; Bhargava et al. 2006 consider the effect of the penetration of corrosion products into a porous zone around a reinforcing bar, so that corrosion products only exert tensile stresses on the…”
Analytical modelling of concrete cover cracking caused by corrosion of reinforcement (2010, background): “This problem was resolved by Pantazopoulou and Papoulia [22], who took into account that the tangential stiffness of concrete in the inner cylinder changed gradually depending on the radial coordinate and the corresponding tangential strain.”