| Numéro |
J. Phys. IV France
Volume 134, August 2006
EURODYMAT 2006 - 8th International Conference on Mechanical and Physical Behaviour of Materials under Dynamic Loading
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|---|---|---|
| Page(s) | 725 - 730 | |
| DOI | https://doi.org/10.1051/jp4:2006134112 | |
| Publié en ligne | 26 juillet 2006 | |
EURODYMAT 2006 - 8th International Conference on Mehanical and Physical Behaviour of Materials under Dynamic Loading
J. Cirne, R. Dormeval, et al.
J. Phys. IV France 134 (2006) 725-730
DOI: 10.1051/jp4:2006134112
1 ENSI de Bourges, 10 boulevard Lahitolle, 18020 Bourges Cedex, France
2 EDF, CNPE de Dampierre-en-Burly, BP. 18, 45570 Ouzouer sur Loire, France
3 INERIS, 10 Boulevard Lahitolle, 18020 Bourges Cedex, France
Published online: 26 July 2006
© EDP Sciences 2006
J. Cirne, R. Dormeval, et al.
J. Phys. IV France 134 (2006) 725-730
DOI: 10.1051/jp4:2006134112
Modified split Hopkinson pressure bars for dynamic bending and shear tests
A. Pignon1, G. Mathieu1, 2, S. Richomme3, J.M. Margot1 and F. Delvare11 ENSI de Bourges, 10 boulevard Lahitolle, 18020 Bourges Cedex, France
2 EDF, CNPE de Dampierre-en-Burly, BP. 18, 45570 Ouzouer sur Loire, France
3 INERIS, 10 Boulevard Lahitolle, 18020 Bourges Cedex, France
Published online: 26 July 2006
Abstract
The dynamic failures of concrete beams occur in different
modes (bend, shear or coupled mode, ). In order to reproduce these
different failure modes on a laboratory scale, an original apparatus, based
on the split Hopkinson pressure bars principle is presented. We introduce
the experimental setup, the way it works, the first experimental results we
obtained with microconcrete test specimens as well as our first attempt to
analyse the recorded signals.
© EDP Sciences 2006