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Concrete structures under impact

L. Daudeville 1, 2 Y. Malecot 1, 2
1 3SR - Laboratoire sols, solides, structures - risques [Grenoble]
2 RV - Risques, Vulnérabilité des structures et comportement mécanique des matériaux
3SR - Laboratoire sols, solides, structures - risques [Grenoble]
Abstract : The upcoming need of concrete structures designed against impulsive loading such impact requires analytical treatments comparable to those existing for structures under static loading in spite of a poor state of knowledge of material behaviour in this range of loading. This paper first presents basic relations and empirical formulae used by civil engineers for the design of concrete structures under impacts. Experimental analyses of concrete behaviour under high triaxial stress and high strain rates show that empirical formulae have to be used with care. Some recent numerical developments are also shown. © 2011 Lavoisier, Paris.
Keywords : Loading Concretes Civil engineers Empirical formulas Experimental analysis High strain rates Impact Impulsive loading Material behaviour Modelling Static loading Triaxial stress Analytical treatment Strain rate
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https://hal.archives-ouvertes.fr/hal-01998301
Contributor : Yann Malecot <>
Submitted on : Tuesday, January 29, 2019 - 3:23:21 PM
Last modification on : Friday, February 5, 2021 - 4:26:07 PM

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  • HAL Id : hal-01998301, version 1

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L. Daudeville, Y. Malecot. Concrete structures under impact. European Journal of Environmental and Civil Engineering, Taylor & Francis, 2011, 15, pp.101-140. ⟨hal-01998301⟩

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