Study on Holmquist-Johnson-Cook Constitutive Model and Numerical Simulation of Red Sandstone Based on Static and Dynamic Mechanical Tests

ZHOU Yongwang; WANG Wei; LIU Jiening; OUYANG Xin; LIU Jun

doi:10.11883/bzycj-2025-0280

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ZHOU Yongwang, WANG Wei, LIU Jiening, OUYANG Xin, LIU Jun. Study on Holmquist-Johnson-Cook Constitutive Model and Numerical Simulation of Red Sandstone Based on Static and Dynamic Mechanical Tests[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2025-0280

Citation:

ZHOU Yongwang, WANG Wei, LIU Jiening, OUYANG Xin, LIU Jun. Study on Holmquist-Johnson-Cook Constitutive Model and Numerical Simulation of Red Sandstone Based on Static and Dynamic Mechanical Tests[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2025-0280

Citation:

ZHOU Yongwang, WANG Wei, LIU Jiening, OUYANG Xin, LIU Jun. Study on Holmquist-Johnson-Cook Constitutive Model and Numerical Simulation of Red Sandstone Based on Static and Dynamic Mechanical Tests[J]. Explosion And Shock Waves. doi: 10.11883/bzycj-2025-0280

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Study on Holmquist-Johnson-Cook Constitutive Model and Numerical Simulation of Red Sandstone Based on Static and Dynamic Mechanical Tests

doi: 10.11883/bzycj-2025-0280

ZHOU Yongwang^1
,,
WANG Wei^{1, 2
,
,},
LIU Jiening¹,
OUYANG Xin¹,
LIU Jun¹

1.
Key Laboratory of Impact and Safety Engineering, Ministry of Education, Ningbo University, Ningbo 315211, Zhejiang, China
2.
State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, Hubei, China

Received Date: 2025-08-26
Rev Recd Date: 2025-10-14

Available Online: 2025-10-16

Abstract

Abstract

Rock materials are widely used in protective engineering and various civil engineering structures such as tunnels, and the research on their dynamic mechanical properties is of great significance. The red sandstone from a stone mine in Jinan, Shandong Province, is taken as the research object. Triaxial testing machines and split Hopkinson pressure bar (SHPB) devices were used to study the mechanical properties of red sandstone under different confining pressures and strain rates, respectively. Based on the static and dynamic mechanical tests, the parameters of the Holmquist-Johnson-Cook constitutive model for red sandstone were calibrated. Using the calibrated parameters of the HJC constitutive model for red sandstone, a finite element model for the dynamic compression test of the large-diameter split Hopkinson pressure bar was established, and verification was conducted by comparing the numerical simulation results with the test results in terms of the failure mode of red sandstone and the corresponding stress-strain curve. The results show that: Under the confining pressure environment, the propagation direction and extent of internal cracks in red sandstone are restricted, making it difficult for cracks to penetrate rapidly. Thus, the peak stress increases with the increase of hydrostatic pressure. Under loading with different air pressures, red sandstone exhibits an obvious rate effect. The dynamic compressive and splitting tensile strengths are positively correlated with the average strain rate. Through the research and analysis of the dynamic increase factor for compressive strength and dynamic increase factor for tensile strength , the rate effect of the dynamic tensile peak stress is more significant. The calibrated HJC constitutive model parameters can well simulate the damage and failure process of red sandstone under dynamic impact in LS-DYNA. Before reaching the maximum peak stress, the stress-strain curves from the numerical simulation results are basically consistent with those from the test results. The calibrated parameters for dense and high-strength red sandstone can provide a reference for the research on the dynamic mechanical properties of red sandstone and its engineering applications.
- Red sandstone,
- Holmquist-Johnson-Cook (HJC) constitutive model,
- LS-DYNA,
- Split Hopkinson Pressure Bar

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References(32)

References

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