2025 Vol. 45, No. 3

Cover
2025, 45(3): 1-1.
Abstract:
Contents
2025, 45(3): 1-2.
Abstract:
On the Cover
An intermediate strain rate LSHPB system for soft materials and its application
XU Peidong, NI Ping, YANG Bao, JIANG Zhenyu, LIU Yiping, LIU Zejia, ZHOU Licheng, TANG Liqun
2025, 45(3): 031001. doi: 10.11883/bzycj-2024-0307
Abstract:
Biological soft materials, often with high water content and ultra-softness, display mechanical properties that non-linearly enhance over a broad range of strain rates. However, existing experimental constraints make it challenging to perform large d...
Explosion Physics
A buring-crack network theoretical model for reaction evolution of explosives considering the inertial confinement effect of the shell motion
JIAO Jixuan, BAI Zhiling, DUAN Zhuoping, ZHANG Liansheng, HUANG Fenglei
2025, 45(3): 032101. doi: 10.11883/bzycj-2024-0224
Abstract:
To reasonably describe the reaction evolution behavior of explosives after ignition under mechanical confinement, we conduct in-depth analysis of the deformation and movement characteristics of the shell, and divide the response process of the shell ...
Impact Dynamics
Experiment on dynamic mechanical properties of sandstone based on Lagrangian inverse analysis method
ZHANG Zijian, CHEN Jun, ZHU Rui, YU Haoran, LI Ranxin, ZHANG Yuantong
2025, 45(3): 033101. doi: 10.11883/bzycj-2024-0152
Abstract:
To investigate the dynamic mechanical properties of sandstone in deep strata under impact loads, an improved Hopkinson pressure bar experimental system was established. The traditional Hopkinson pressure bar’s transmission rod was replaced with a lon...
Mechanical behavior of additively manufactured AlSi10Mg alloy with annealing state under extreme conditions
ZHANG Quan, CHEN Jianbin, SHI Tongya, WANG Xiaofeng, NAN Xiaolong, WANG Yonggang
2025, 45(3): 033102. doi: 10.11883/bzycj-2024-0138
Abstract:
In this study, AlSi10Mg alloy was prepared by selective laser melting (SLM) first, and then subjected to stress relieved annealing treatment. The microstructures of the alloy were analyzed by optical microscope (OM), scanning electron microscope (SEM...
J-C model of high-entropy alloy Ta-Hf-Nb-Zr system and its application test
LI Haifeng, MEN Jianbing, JIN Wen, LIU Xudong
2025, 45(3): 033103. doi: 10.11883/bzycj-2024-0069
Abstract:
In relation to the application of high-entropy alloy systems containing high-density and high-calorific value elements in the liner of shaped charge warheads, the Ta-Hf-Nb-Zr high-entropy alloy system is investigated. The study employed an INSTRON ma...
Blast resistance of polyurea/reinforced concrete thick slab composite structures under contact explosion
XU Zhaowei, WANG Wei, LI Yishuo, ZHANG Zhonghao, ZHANG Congkun
2025, 45(3): 033104. doi: 10.11883/bzycj-2024-0083
Abstract:
Reinforced concrete slabs, as the main load-bearing components in the structure of construction projects, are very likely to suffer serious damage in explosive accidents, while polyurea elastomers, with their better anti-blast and anti-impact propert...
Prediction of blast loads on bridge girders based on PCA-BPNN
DU Xiaoqing, HE Yiping, QIU Tao, CHENG Shuai, ZHANG Dezhi
2025, 45(3): 033201. doi: 10.11883/bzycj-2023-0343
Abstract:
Facing the challenges on the accurate and effective prediction under extreme loads, machine learning has gradually demonstrated its potential to replace traditional methods. Existing approaches primarily focus on predicting the peak overpressure or i...
Resistance equation of projectile penetrating into reinforced concrete shield
WANG Wu, YANG Jun, WANG Anbao, LI Shengjie
2025, 45(3): 033301. doi: 10.11883/bzycj-2024-0217
Abstract:
To study the penetration resistance to the projectile by the reinforced concrete, the mechanical response of reinforcing bars under the dynamic constraint of both the projectile and concrete was analysed and the limitation of existing finite-length r...
Ballistic performance of tungsten fiber-reinforced metallic glass composite in the long rod oblique penetration/perforation
ZHANG Lang, ZHAO Fengpeng, ZHANG Yuzhong, DENG Yongjun, LI Jicheng
2025, 45(3): 033302. doi: 10.11883/bzycj-2024-0158
Abstract:
Combined with the actual distribution characteristics of tungsten fibers and metallic glass matrix, a three-dimensional (3D) mesoscale finite element (FE) geometric model of a long rod of tungsten fiber-reinforced metallic glass composite was establi...
Trajectory characteristics of elliptical cross-section projectile penetrating multi-layer spaced steel targets
YANG Shilin, GAO Xudong, ZHANG Xianfeng, WANG Xiaofeng
2025, 45(3): 033303. doi: 10.11883/bzycj-2024-0096
Abstract:
An experimental investigation of typical projectiles penetrating multi-layer spaced Q355B steel targets was conducted to study the trajectory characteristics of elliptical cross-section projectiles penetrating multi-layer spaced steel targets. Numeri...
Research on damage and cavitation characteristics of propellers under far field shock waves
WANG Zhikai, ZHENG Jingzhou, YANG Yang, XIA Huiheng, YAO Xiongliang
2025, 45(3): 033401. doi: 10.11883/bzycj-2023-0395
Abstract:
The propeller is a critical component of a ship’s propulsion system that significantly influences the vessel’s performance through its stability and efficiency. Current research on the propulsion shaft system’s anti-shock properties often oversimplif...
Experimental Techniques & Numerical Methods
Robust explicit computational strategies based on penalty method for large-deformation impact problems
CHU Dongyang, RONG Yufei, ZHOU Zhangtao, WU Xingxing, WANG Jun, WANG Haikun
2025, 45(3): 034201. doi: 10.11883/bzycj-2024-0073
Abstract:
To improve the accuracy and robustness of the explicit finite element algorithm based on penalty method for simulating large deformation impact-contact problem, a new large-deformation non-penetration contact algorithm based on forward incremental di...
Applied Explosion Mechanics
Design of passive flexible barrier against rockfall impact with 8 000 kJ energy level
WU Hao, WU Yifan, MA Liangliang
2025, 45(3): 035101. doi: 10.11883/bzycj-2024-0150
Abstract:
The protection level and domestic standard test level of commonly used passive flexible barriers against rockfall impact are not higher than 5 000 kJ, while bridges in mountains and other important transportation infrastructures are facing rockfall d...