Numerical simulation of the penetration of granite at wide-range velocities with a new SPH method

A new Smoothed Particle Hydrodynamics (SPH) method is used to simulate the deformation of granite at large strain and high strain rates during penetration in the study. In order to describe the nonlinear deformation and failure characteristics of rock and metallic materials, Holmquist-Johnson-Cook (...

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Main Authors: Guo-xing Zhang, Hong-fu Qiang, Guang Wang, Quan-zhang Huang, Yuan-qing Yang
Format: Article
Language:English
Published: AIP Publishing LLC 2019-01-01
Series:AIP Advances
Online Access:http://dx.doi.org/10.1063/1.5058055
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author Guo-xing Zhang
Hong-fu Qiang
Guang Wang
Quan-zhang Huang
Yuan-qing Yang
author_facet Guo-xing Zhang
Hong-fu Qiang
Guang Wang
Quan-zhang Huang
Yuan-qing Yang
author_sort Guo-xing Zhang
collection DOAJ
description A new Smoothed Particle Hydrodynamics (SPH) method is used to simulate the deformation of granite at large strain and high strain rates during penetration in the study. In order to describe the nonlinear deformation and failure characteristics of rock and metallic materials, Holmquist-Johnson-Cook (HJC) constitutive and damage models were applied to granite plates. In addition, Johnson-Cook (J-C) constitutive model and Gruneisen equation of state were applied to the projectile body, respectively. The projectile body and granite plates were discretized into Lagrangian particles during simulation. Through the simulation of three-dimensional penetration process of granite plates by self-made program at the initial penetration velocity of 0∼4000m/s, this article compares and analyzes the penetration results of different projectile bodies, fitting the curve of the penetration depth versus the initial penetration velocity in solid, semi-fluid and fluid penetration fields. The numerical results show the relationship between the penetration depth and the initial penetration velocity in the range of 0∼4000m/s. As the initial penetration velocity increases, the penetration depth shows an increasing trend in the solid penetration area (V0 < 1421m/s), and a decreasing trend in the semi-fluid penetration area (1421m/s < V0 < 1700m/s). When the initial velocity comes to the range of V0 > 1700m/s, the penetration is in a complete fluid penetrating state, and the penetration depth increases nonlinearly with the initial penetration velocity. The increasing curve gradually flattens out if V0 > 3000m/s, and reaches the peak value.
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spelling doaj.art-f5517a196c4a4bf997bc253ccf35621a2022-12-21T23:30:24ZengAIP Publishing LLCAIP Advances2158-32262019-01-0191015220015220-910.1063/1.5058055066901ADVNumerical simulation of the penetration of granite at wide-range velocities with a new SPH methodGuo-xing Zhang0Hong-fu Qiang1Guang Wang2Quan-zhang Huang3Yuan-qing Yang4Power Engineering Department, Xi’an Hi-Tech Institute, Xi’an 710025, ChinaPower Engineering Department, Xi’an Hi-Tech Institute, Xi’an 710025, ChinaPower Engineering Department, Xi’an Hi-Tech Institute, Xi’an 710025, ChinaPower Engineering Department, Xi’an Hi-Tech Institute, Xi’an 710025, ChinaPower Engineering Department, Xi’an Hi-Tech Institute, Xi’an 710025, ChinaA new Smoothed Particle Hydrodynamics (SPH) method is used to simulate the deformation of granite at large strain and high strain rates during penetration in the study. In order to describe the nonlinear deformation and failure characteristics of rock and metallic materials, Holmquist-Johnson-Cook (HJC) constitutive and damage models were applied to granite plates. In addition, Johnson-Cook (J-C) constitutive model and Gruneisen equation of state were applied to the projectile body, respectively. The projectile body and granite plates were discretized into Lagrangian particles during simulation. Through the simulation of three-dimensional penetration process of granite plates by self-made program at the initial penetration velocity of 0∼4000m/s, this article compares and analyzes the penetration results of different projectile bodies, fitting the curve of the penetration depth versus the initial penetration velocity in solid, semi-fluid and fluid penetration fields. The numerical results show the relationship between the penetration depth and the initial penetration velocity in the range of 0∼4000m/s. As the initial penetration velocity increases, the penetration depth shows an increasing trend in the solid penetration area (V0 < 1421m/s), and a decreasing trend in the semi-fluid penetration area (1421m/s < V0 < 1700m/s). When the initial velocity comes to the range of V0 > 1700m/s, the penetration is in a complete fluid penetrating state, and the penetration depth increases nonlinearly with the initial penetration velocity. The increasing curve gradually flattens out if V0 > 3000m/s, and reaches the peak value.http://dx.doi.org/10.1063/1.5058055
spellingShingle Guo-xing Zhang
Hong-fu Qiang
Guang Wang
Quan-zhang Huang
Yuan-qing Yang
Numerical simulation of the penetration of granite at wide-range velocities with a new SPH method
AIP Advances
title Numerical simulation of the penetration of granite at wide-range velocities with a new SPH method
title_full Numerical simulation of the penetration of granite at wide-range velocities with a new SPH method
title_fullStr Numerical simulation of the penetration of granite at wide-range velocities with a new SPH method
title_full_unstemmed Numerical simulation of the penetration of granite at wide-range velocities with a new SPH method
title_short Numerical simulation of the penetration of granite at wide-range velocities with a new SPH method
title_sort numerical simulation of the penetration of granite at wide range velocities with a new sph method
url http://dx.doi.org/10.1063/1.5058055
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