Effect of creep on corrosion-induced cracking

@article{Aldellaa2022EffectOC,
  title={Effect of creep on corrosion-induced cracking},
  author={Ismail Aldellaa and Petr Havl'asek and Milan Jir'asek and P. Grassl},
  journal={Engineering Fracture Mechanics},
  year={2022}
}
View PDF on arXiv

References

SHOWING 1-10 OF 53 REFERENCES
Analytical Model for Corrosion-Induced Crack Width in Reinforced Concrete Structures
Crack width is a parameter of the most practical significance for the design and assessment of reinforced concrete structures. Practical experience and observations suggest that corrosion-affected…
Corrosion induced cracking: Effect of different corrosion rates on crack width evolution
MODELING THE TIME-TO-CORROSION CRACKING IN CHLORIDE CONTAMINATED REINFORCED CONCRETE STRUCTURES
The time-to-cracking, from corrosion initiation to cracking of the reinforcing steel cover concrete, is one of the critical time periods for modeling the time to repair, rehabilitate, and replace…
Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures
Service life of concrete structures is limited by the susceptibility of the reinforcement to corrosion. Oxidation of iron leads to the formulation of various products (such as ferrous and ferric…
Model for cover cracking due to rebar corrosion in RC structures
Analytical modelling of concrete cover cracking caused by corrosion of reinforcement
Corrosion-induced cracking of the concrete cover poses a serious problem for serviceability of reinforced concrete structures. In the paper a new analytical model for predicting cover cracking due to…
Cover cracking as a function of bar corrosion: Part I-Experimental test
The appraisal of concrete structures suffering rebar corrosion is one of the most urgent needs regarding the selection of the technical and economical optimum time for repair. Up to now this…
Prediction of corrosion-induced cracking of concrete cover: A critical review for thick-walled cylinder models
Corrosion-induced cover cracking of RC structures: new experimental data and predictive models
The paper presents an improved model that will be used to predict the timing of excessive corrosion-induced cover cracking for Reinforced Concrete (RC) structures in chloride or carbonated…
Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete
Accelerated corrosion by means of the impressed current technique is widely used in concrete durability tests. In this study, the influence of varying the impressed current density level between 100…
...
...