Applied Mathematics and Mechanics (English Edition) ›› 2026, Vol. 47 ›› Issue (4): 791-814.doi: https://doi.org/10.1007/s10483-026-3367-9
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Yulong ZHENG, Yao TANG, Duo ZHANG†(
), Xianwen RAN
Received:2025-11-11
Revised:2026-01-28
Published:2026-03-31
Contact:
Duo ZHANG, E-mail: zhangduo@nudt.edu.cn2010 MSC Number:
Yulong ZHENG, Yao TANG, Duo ZHANG, Xianwen RAN. Study on indentation formation mechanism and mass loss under impact loading in concrete penetration. Applied Mathematics and Mechanics (English Edition), 2026, 47(4): 791-814.
Fig. 1
Evolution of indentation-scratch and its link to erosion in penetration. (a) The projectile penetrates the concrete; (b) the shape of the abrasive shot head changes after multiple abrasions by the aggregate; (c) the surface of the projectile forms indentations under the action of the normal component of the penetration resistance; (d) the surface indentations on the projectile develop into scratches under the influence of the tangential component of penetration resistance; (e) multiple abrasions formed on the surface of the projectile due to the impact of multiple projectiles (color online)"
Fig. 5
Schematic of erosion accumulation, where the indentation depth at the point of maximum curvature (Point A) is several times that of the projectile rod (Point D), consistent with the change in the velocity distribution, and the accumulation of indentations and abrasion at different locations on the projectile surface has resulted in a change in the shape of the projectile’s nose (color online)"
Fig. 7
Correspondence between the contact diagram of projectile aggregate and the finite element model: (a) direction of the relative motion between the projectile and concrete aggregate, (b) microscopic schematic diagram of the contact point between the projectile surface and aggregate, and (c) equivalent finite element model for contact between the projectile surface and aggregate dominated by the normal velocity (color online)"
Table 1
Simulation results of progressive grid partitioning"
| Operating condition | Mesh size | ||
|---|---|---|---|
| 0.2 mm | 0.1 mm | 0.05 mm | |
| HPb63-3 (400 m/s) | 0.012 792 20 | 0.011 478 700 | 0.011 461 100 |
| HPb63-3 (500 m/s) | 0.019 144 70 | 0.018 918 300 | 0.018 868 900 |
| HPb63-3 (602 m/s) | 0.020 279 20 | 0.020 137 500 | 0.020 127 600 |
| HPb63-3 (700 m/s) | 0.020 400 50 | 0.020 277 600 | 0.020 259 300 |
| Q235 (400 m/s) | 0.003 317 28 | 0.003 249 930 | 0.003 298 380 |
| Q235 (576 m/s) | 0.004 317 60 | 0.004 107 683 | 0.004 100 275 |
| Q235 (600 m/s) | 0.004 602 17 | 0.004 407 683 | 0.004 350 130 |
| Q235 (700 m/s) | 0.005 480 17 | 0.005 334 110 | 0.005 317 090 |
Table 5
Comparison between the finite-element simulation and experimental results"
| Operating condition | H | Experimental γ/% | Calculated γ/% | Error/% |
|---|---|---|---|---|
| Q235 | 0.004 107 683 | 2.57 | 2.396 | 6.77 |
| 0.002 044 388 | ||||
| HPb63-3 (602 m/s) | 0.020 187 500 | 5.94 | 5.88 | 1.01 |
| 0.006 219 890 | ||||
| HPb63-3 (498 m/s) | 0.018 724 900 | 4.16 | 4.27 | 2.64 |
| 0.004 384 180 |
Table 6
Indentation depth between the theoretical and simulated hm under low and high speed impact loads"
| Material | Impact load application rate/ | Theoretical | Simulated | Error/% |
|---|---|---|---|---|
| Q235 | 300 | 0.000 910 8 | 0.001 580 0 | 42.35 |
| Q235 | 200 | 0.000 403 5 | 0.001 270 0 | 68.23 |
| Q235 | 100 | 0.000 100 6 | 0.000 842 8 | 88.06 |
| Q235 | 1 000 | 0.010 790 0 | 0.004 300 0 | 150.93 |
| Q235 | 1 200 | 0.015 880 0 | 0.005 100 0 | 211.37 |
| Q235 | 2 000 | 0.031 980 0 | 0.008 210 0 | 289.52 |
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