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The correlation between crack width and shielding performance is then deduced through experiments.
The relation between crack width and corrosion level has been studied by some authors while its analytical or numerical modelling is attracting increasing interest.
A good correlation was established between crack width and cross-section loss, as well as between cross-section loss and ultimate capacity loss.
This paper presents an insight on the assessment of relationships between crack width and reinforcement stress in the critical regions of existing concrete buildings, such as column base or beam column joints, reinforced with smooth rebars.
No clear relationship appears to exist between crack width and chloride content for the average crack widths below 0.05 mm in Fig. 19a.
Additionally, some flexural-shear cracks in the equivalent shear regions are used to investigate the relationship between crack width and the stress of the reinforcement.
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While many results on the effect of cracks on corrosion of steel in concrete are reported, hardly any paper exists that provides a comprehensive summary and review of existing available results on steel corrosion in cracked concrete, the relationship between crack widths and corrosion, effects of other parameters of crack on corrosion of steel in concrete in a single report.
Understanding the relationship between crack widths and healing capacity of asphalt pavement provides practical linkage between the microscopic healing phenomena and the macroscopic pavement performance.
Open image in new window Fig. 11 Relationship between crack widths and deformation of member under various shear-span to depth ratios.
Therefore, this study constructs the relationship between crack widths and the deformation of a member from the experimental results, to help engineers determine the performance or damage state of members under an earthquake.
First, the relationship between the crack width and electrical conductivity of the composite material was investigated.
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