A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fissuration de poutres en béton et armatures à hautes performances
This experimental study shows the influence of the improvement of concrete and steel mechanical properties on the cracking behaviour of reinforced concrete beams under short-term loading. We mainly noticed that during the stabilized cracking phase, the mean crack spacing does not seem to vary with concrete strength; on the other hand, the use of high-strength concrete, for a given load, allows 30% reduction in the mean crack width compared with ordinary concretes.
Fissuration de poutres en béton et armatures à hautes performances
This experimental study shows the influence of the improvement of concrete and steel mechanical properties on the cracking behaviour of reinforced concrete beams under short-term loading. We mainly noticed that during the stabilized cracking phase, the mean crack spacing does not seem to vary with concrete strength; on the other hand, the use of high-strength concrete, for a given load, allows 30% reduction in the mean crack width compared with ordinary concretes.
Fissuration de poutres en béton et armatures à hautes performances
Bernardi, Sébastien (author) / Mesureur, Bruno (author) / Rivillon, Philippe (author)
Revue Française de Génie Civil ; 3 ; 155-175
1999-01-01
21 pages
Article (Journal)
Electronic Resource
Unknown
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