Effects of shear strain on shock response in single crystal iron

Author:

Li B.1ORCID,Liu M. T.1,Luo B. Q.1,Fan C.1,Cai Y.2ORCID,Zhao F.34ORCID,Wang L.25

Affiliation:

1. Institute of Fluid Physics, China Academy of Engineering Physics 1 , Mianyang, Sichuan 621999, People’s Republic of China

2. The Peac Institute of Multiscale Sciences 2 , Chengdu, Sichuan 610207, People’s Republic of China

3. Institute for Advanced Study, Chengdu University 3 , Chengdu, Sichuan 610106, People’s Republic of China

4. Institute for Advanced Materials Deformation and Damage from Multi-Scale, Chengdu University 4 , Chengdu, Sichuan 610106, People’s Republic of China

5. College of Science, Hunan Agricultural University 5 , Changsha, Hunan 410128, People’s Republic of China

Abstract

With large-scale non-equilibrium molecular dynamics simulations and in situ x-ray diffraction analysis, we conducted a systematic investigation into the effects of pre-existing shear strain (γxy) on the shock response of single crystal iron. Our findings reveal significant effects of γxy on the deformation of the crystal structure during shock loading, leading to noticeable alterations in the propagation of shock waves. Specifically, during the elastic stage, the presence of γxy results in a reduction of shock strength, consequently diminishing the magnitude of elastic lattice strain (εe). In the plastic stage, γxy stimulates the α–ε phase transformation, and structure deformation undergoes a transition from the sequential activity of dislocation-to-transformation to the synchronous activity of dislocation and transformation. This transition inhibits the propagation of plastic waves and consequently broadens the elastic regime. Additionally, the introduction of γxy activates different slip systems, as it alters the corresponding resolved shear stress. Concurrently, the presence of γxy triggers the activation of different high-pressure phase variants. Our investigation sheds light on the fundamental physics of iron under shock compression and the influence of pre-existing shear strain on its behavior.

Funder

National Natural Science Foundation of China

National Natural Science Foundation (NSF) of China

NSF of Hunan Province

Funding of the Hunan Education Department Projects

Double first-class construction project of Hunan Agricultural University

Publisher

AIP Publishing

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