2004
DOI: 10.1063/1.1763992
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Time-dependent inelastic deformation of shocked soda-lime glass

Abstract: Plate impact experiments were carried out to understand inelastic deformation in soda-lime glass shocked between 3 and 10.8GPa. In-material, wave profile measurements were obtained using longitudinal and lateral stress gauges (4.6–10.8GPa), and electromagnetic particle velocity gauges (2.9–6GPa) at comparable sample thicknesses. The 4.6 and 6GPa experiments revealed time-dependent material inelastic response along with time-dependent loss of material strength. Because of the unsteady, two wave structure observ… Show more

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Cited by 37 publications
(19 citation statements)
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“…In order to calculate stress levels, the initial anvil density (known from the code input to be 6.028 g/cm 3 ) and the longitudinal and shear wave speeds (in the anvil) are required. For details, see section 5.1 below.…”
Section: Results Of Simulationsmentioning
confidence: 99%
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“…In order to calculate stress levels, the initial anvil density (known from the code input to be 6.028 g/cm 3 ) and the longitudinal and shear wave speeds (in the anvil) are required. For details, see section 5.1 below.…”
Section: Results Of Simulationsmentioning
confidence: 99%
“…where C L and C S are the Lagrangian longitudinal and shear wave velocities, respectively, in the anvil and  o is the initial anvil density, measured to be 6.07 g/cm 3 . Wave speeds in the anvil were determined experimentally from a companion shot using standard techniques discussed later and elsewhere [35].…”
Section: Proof-of-principle Shot Ms-10mentioning
confidence: 99%
See 1 more Smart Citation
“…Naimark (2003) describes FWs as a possible collective behavior mode of defects under very short duration loading. Simha and Gupta (2004) consider FWs to be an example of delayed fracture that is instigated by the arrival of the primary stress wave (Grinfeld et al, 2006).…”
Section: Theorymentioning
confidence: 99%
“…Several techniques have been employed over the past several decades; each with their own limitations. Oblique impact [1] and lateral stress gauge [2] techniques are limited to very low pressures (under 20 GPa). Stress difference between shock and isentropic loading [3] leads to large uncertainties.…”
Section: Introductionmentioning
confidence: 99%