Experimental evaluation of shear modulus scaling of dynamic strength at extreme pressures

被引:19
作者
Brown, J. L. [1 ]
Prime, M. B. [2 ]
Barton, N. R. [3 ]
Luscher, D. J. [2 ]
Burakovsky, L. [2 ]
Orlikowski, D. [3 ]
机构
[1] Sandia Natl Labs, POB 5800, Albuquerque, NM 87185 USA
[2] Los Alamos Natl Lab, Los Alamos, NM 87545 USA
[3] Lawrence Livermore Natl Lab, Livermore, CA 94551 USA
关键词
TANTALUM SINGLE-CRYSTALS; PLASTIC-DEFORMATION; ORIENTATION DEPENDENCE; SCREW DISLOCATION; CORE STRUCTURE; YIELD; MOLYBDENUM; ANISOTROPY; NIOBIUM; STRESS;
D O I
10.1063/5.0012069
中图分类号
O59 [应用物理学];
学科分类号
摘要
Recent progress in the development of dynamic strength experimental platforms is allowing for unprecedented insight into the assumptions used to construct constitutive models operating in extreme conditions. In this work, we make a quantitative assessment of how tantalum strength scales with its shear modulus to pressures of hundreds of gigapascals through a cross-platform examination of three dynamic strength experiments. Specifically, we make use of Split-Hopkinson pressure bar and Richtmyer-Meshkov instability experiments to assess the low-pressure strain and strain rate dependence. Concurrent examination of magnetically driven ramp-release experiments up to pressures of 350 GPa allows us to examine the pressure dependence. Using a modern description of the shear modulus, validated against both ab initio theory and experimental measurements, we then assess how the experimentally measured pressure dependence scales with shear modulus. We find that the common assumption of scaling strength linearly with the shear modulus is too soft at high pressures and offer discussion as to how descriptions of slip mediated plasticity could result in an alternative scaling that is consistent with the data.
引用
收藏
页数:9
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