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Modélisation de la rupture d'un béton armé par essai de flexion

Abstract : The bending dynamical test with Split Hopkinson Pressure Bars is a good means to understand the dynamical behaviour of reinforced concrete beams. However, the traditional analyses of the signals cannot represent the dynamical rupture by three-point flexion of concrete or reinforced concrete beams. This article presents a new method to analyse the measurements of the obtained forces and their results for a reinforced concrete beam.
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Submitted on : Thursday, April 3, 2014 - 4:29:12 PM
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  • HAL Id : ineris-00972499, version 1
  • INERIS : PU-2005-174



Sébastien Richomme, Franck Delvare, Patrice Bailly, Guy Mavrothalassitis. Modélisation de la rupture d'un béton armé par essai de flexion. 17. Congrès Français de Mécanique (CFM'05), Aug 2005, Troyes, France. pp.NC. ⟨ineris-00972499⟩



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