5. Conclusion
Controlling crack openings in reinforced concrete is essential to guarantee its durability. The crack opening considered is that which can be measured on the surface (and which is larger than that existing in line with the reinforcement) under the effect of permanent loads. From a design point of view, as this value is naturally variable, its characteristic value (95% fractile) is considered.
The various possible approaches to the mechanical behavior of concrete all lead to the same conclusion: limiting the stress in steels reduces crack spacing and opening and, for a given percentage of reinforcement, using smaller diameter bars is also favorable.
For certain structures, such as tanks, it is also important to take account of hindered shrinkage deformations.
Finally, beyond the elements presented here, the question...
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Conclusion
Bibliography
Websites
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CEOS National Project
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FIB – Fédération Internationale du Béton
Standards and norms
- Leaflet 61 – Technical rules for the design and calculation of reinforced concrete structures and constructions. - CCBA 68 -
- CCTG Fascicule n° 62 – Title 1 Section 1 – Technical rules for the design and calculation of reinforced concrete structures and constructions using the limit states method. - BAEL 1991 - révisé 1999
- Issue no. 74 – Concrete tank construction. - CCTG - (1998)
- Eurocode 2...
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