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Cover cracking in reinforced concrete elements due to corrosion
The article considers analytical modelling of crack initiation in the concrete cover caused by corrosion of reinforcing steel. Initially, existing analytical models describing this phenomenon are critically reviewed. A new analytical model proposed by the authors is then presented and calibrated against available experimental data. The model is based on a thick-walled cylinder approach. To account for partial cracking of the concrete cover the cylinder is divided into two parts – a cracked inner cylinder and an uncracked outer one. The model ensures a consistent stress–strain formulation within both the inner and outer cylinders and enables to achieve complete continuity of stresses and strains on the boundary between the cylinders that distinguish it from the previously published analytical models. The model is then used to estimate the amount of corrosion products, which have diffused into concrete pores and cracks before full cracking of the concrete cover. It is shown that this amount may be larger than has been previously assumed. It is also shown that the assumption that corrosion products diffuse into concrete only until they fully fill the so-called ‘porous’ zone around a reinforcing bar leads to results, which are difficult to explain from a physical point of view. An alternative approach to account for the diffusion of corrosion products into concrete is proposed. Finally, a possible decrease in the corrosion rate with time and its influence on the prediction of the time to crack initiation are considered.
Cover cracking in reinforced concrete elements due to corrosion
The article considers analytical modelling of crack initiation in the concrete cover caused by corrosion of reinforcing steel. Initially, existing analytical models describing this phenomenon are critically reviewed. A new analytical model proposed by the authors is then presented and calibrated against available experimental data. The model is based on a thick-walled cylinder approach. To account for partial cracking of the concrete cover the cylinder is divided into two parts – a cracked inner cylinder and an uncracked outer one. The model ensures a consistent stress–strain formulation within both the inner and outer cylinders and enables to achieve complete continuity of stresses and strains on the boundary between the cylinders that distinguish it from the previously published analytical models. The model is then used to estimate the amount of corrosion products, which have diffused into concrete pores and cracks before full cracking of the concrete cover. It is shown that this amount may be larger than has been previously assumed. It is also shown that the assumption that corrosion products diffuse into concrete only until they fully fill the so-called ‘porous’ zone around a reinforcing bar leads to results, which are difficult to explain from a physical point of view. An alternative approach to account for the diffusion of corrosion products into concrete is proposed. Finally, a possible decrease in the corrosion rate with time and its influence on the prediction of the time to crack initiation are considered.
Cover cracking in reinforced concrete elements due to corrosion
Val, Dimitri V. (author) / Chernin, Leon (author)
Structure and Infrastructure Engineering ; 8 ; 569-581
2012-06-01
13 pages
Article (Journal)
Electronic Resource
English
concrete , reinforced , corrosion , cracking , model
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