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Detailed Reference Information |
Jeanloz, R. (1989). Shock wave equation of state and finite strain theory. Journal of Geophysical Research 94: doi: 10.1029/89JB00119. issn: 0148-0227. |
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The linear shock-velocity (Us), particle-velocity (up) relation, which is known to be exceptionally successful in describing a wide variety of Hugoniot equation of state measurements, is shown to be virtually indistinguishable from the Birch-Murnaghan (third-order Eulerian finite strain) equation of state. For typical values of zero-pressure parameters, specially for the pressure derivative of the adiabatic bulk modulus K0S≂3 to 6, the Gr¿neisen parameter &ggr;0≂1.5 (¿1.0), and the logarithmic volume derivative of the Gr¿neisen parameter q≂1.0 (¿1.0), the Eulerian finite strain formulation yields the appropriate compressional moduli at infinitesimal strains, and it closely reproduces the Hugoniot at large compressions when compared with the linear Us-up relation. Thus shock wave measurements provide strong empirical support for the success of the Eulerian finite strain equation of state in describing the compression of condensed matter to high pressures. ¿ American Geophysical Union 1989 |
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BACKGROUND DATA FILES |
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Abstract |
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Keywords
Mineral Physics, Equations of state, Mineral Physics, Elasticity and anelasticity, Mineral Physics, Shock wave experiments, Mineral Physics, High-pressure behavior |
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Publisher
American Geophysical Union 2000 Florida Avenue N.W. Washington, D.C. 20009-1277 USA 1-202-462-6900 1-202-328-0566 service@agu.org |
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