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Dynamic Characterisation of Gneiss
- Source :
- Rock Mechanics and Rock Engineering. 52:61-81
- Publication Year :
- 2018
- Publisher :
- Springer Science and Business Media LLC, 2018.
-
Abstract
- The present work aims to understand the stress–strain response of a metamorphic rock, and gneiss under high loading rate for different specimen diameters and slenderness ratios through detailed tests. The high strain rate characterisation of gneiss rock is done for two different diameters and five different slenderness ratios of the rock specimens using a 76 mm-diameter split Hopkinson pressure bar (SHPB) device in an effort to understand the standard specimen dimension for gneiss in SHPB test. The stress–strain response of the rock specimens is studied by varying the length of the striker bars and the gas gun pressure values, systematically. The petrological and static characterisation of the gneiss rock is also carried out to assess the response of the rock specimens. Finally, a methodology is proposed to characterize gneiss rock specimens under high loading rate. Furthermore, numerical simulation of SHPB test on gneiss rock is performed using strain rate-dependent Johnson–Holmquist (JH-2) model available in the finite-element software package, LS-DYNA. The simulation results are compared with the experimental data, and thus, the parameters of JH-2 model for gneiss rock are determined.
- Subjects :
- High strain rate
Metamorphic rock
0211 other engineering and technologies
High loading
Geology
02 engineering and technology
Split-Hopkinson pressure bar
010502 geochemistry & geophysics
Geotechnical Engineering and Engineering Geology
Software package
01 natural sciences
law.invention
Energy absorption
law
Light-gas gun
Geotechnical engineering
021101 geological & geomatics engineering
0105 earth and related environmental sciences
Civil and Structural Engineering
Gneiss
Subjects
Details
- ISSN :
- 1434453X and 07232632
- Volume :
- 52
- Database :
- OpenAIRE
- Journal :
- Rock Mechanics and Rock Engineering
- Accession number :
- edsair.doi...........c12c8cfc81f088664709df54f567327f
- Full Text :
- https://doi.org/10.1007/s00603-018-1594-y