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) | 565 - 570 | |
DOI | https://doi.org/10.1051/jp4:2006134087 | |
Publié en ligne | 26 juillet 2006 |
J. Cirne, R. Dormeval, et al.
J. Phys. IV France 134 (2006) 565-570
DOI: 10.1051/jp4:2006134087
Apache Leap tuff rock: High strain rate characterization and support simulations
S. Chocron, K.A. Dannemann, A. Nicholls and J.D. WalkerEngineering Dynamics, Southwest Research Institute, San Antonio, TX 78228, USA
Published online: 26 July 2006
Abstract
Yucca mountain is being closely studied as a possible
repository for high-level radioactive waste. The rock found at the Yucca
Mountain site, i.e. Nevada tuff, is, consequently, of immediate interest.
Since it is difficult to obtain samples of the actual Nevada tuff the Apache
Leap tuff rock, from Arizona, has been chosen as a similar alternative for
this study. The Apache rock was tested in compression at low (10 - 4
s - 1) and high (102 -103 s - 1) strain rates to
evaluate its strain rate dependence. Some of the dynamic tests were
performed with a pulse shaper. Strain in the sample was measured with strain
gages. Numerical simulations of the full Hopkinson Bar with and without
pulse shaper were performed with LS-DYNA. These were very useful in
understanding interpretation of the experimental results. Both incident and
output waves measured in the SHPB compared very well with the waves obtained
from LS-DYNA simulations, confirming that the constitutive model used for
the rock was a realistic one. The main conclusions from this work are: 1)
The SHPB is a reliable method to obtain the constitutive model of the rock
at high strain rates. 2) The pulse shaper use is advised but not compulsory
to obtain reliable data, 3) the Apache tuff rock is not strongly sensitive
to strain rate.
© EDP Sciences 2006