ANALYZING CRACK WIDTH TO PREDICT CORROSION IN REINFORCED CONCRETE

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Experimental and Numerical Investigation of Corrosion-Induced Cover Cracking in Reinforced Concrete Structures (2009, methodology): “…Maruyama et al. 1989; Cabrera 1996 or that an increase in the crack volume was equal to the volume of corrosion products Molina et al. 1993; Thoft-Christensen 2005 , while others were obtained by regression analysis of experimental data Rodriguez et al. 1996; Alonso et al. 1998; Vidal et al. 2004 .”
Seismic resilience of concrete structures under corrosion (2015, unknown): “Moreover, the formation of oxidation products may lead to propagation of longitudinal cracks and concrete cover spalling [55–57].”
Coupled effects of crack width, slag content, and conditioning alkalinity on autogenous healing of engineered cementitious composites (2016, background): “Unfortunately, such tight cracks are often difficult to achieve in normal reinforced concrete structures [22].”
Lifetime seismic performance of concrete bridges exposed to corrosion (2014, unknown): “The following empirical model is proposed in Vidal, Castel, and Francois (2004): where k w ¼ 0.0575 mm 2 1 , d s is the damage function and d s0 is the amount of steel damage necessary for cracking initiation.”
Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer (2011, background): “[9] T.”