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第 45 卷 胡学龙,等: 考虑动态拉压比影响的岩石损伤本构模型 第 6 期
(1) 建立的本构模型不仅能够捕捉岩石的静态力学行为,还能刻画其动态力学特征;
(2) 与未考虑动态拉压比相比,考虑动态拉压比影响的本构模型能够更好地反映子弹侵彻作用下岩
石靶板的损伤破坏模式。
参考文献:
[1] HUANG X P, KONG X Z, CHEN Z Y, et al. A computational constitutive model for rock in hydrocode [J]. International
Journal of Impact Engineering, 2020, 145: 103687. DOI: 10.1016/j.ijimpeng.2020.103687.
[2] 胡学龙. 基于统一强度理论的岩石动态损伤模型研究 [D]. 北京: 北京科技大学, 2020. DOI: 10.26945/d.cnki.gbjku.
2020.000096.
HU X L. Study of rock dynamic damage model based on unified strength theory [D]. Beijing: University of Science and
Technology Beijing, 2020. DOI: 10.26945/d.cnki.gbjku.2020.000096.
[3] AI H A, AHRENS T J. Simulation of dynamic response of granite: a numerical approach of shock-induced damage beneath
impact craters [J]. International Journal of Impact Engineering, 2006, 33(1): 1−10. DOI: 10.1016/j.ijimpeng.2006.09.046.
[4] BANADAKI M M D, MOHANTY B. Numerical simulation of stress wave induced fractures in rock [J]. International Journal
of Impact Engineering, 2012, 40/41: 16–25. DOI: 10.1016/j.ijimpeng.2011.08.010.
[5] HOLMQUIST T J, JOHNSON G R, COOK W H. A computational constitutive model for concrete subjected to large strains,
high strain rates and high pressures [C]// Proceedings of the 14th International Symposium on Ballistics. Quebec: ADPA,
1993: 591−600. DOI: 10.1115/1.4004326.
[6] MALVAR L J, CRAWFORD J E, WESEVICH J W, et al. A plasticity concrete material model for DYNA3D [J].
International Journal of Impact Engineering, 1997, 19(9/10): 847–873. DOI: 10.1016/s0734-743x(97)00023-7.
[7] RIEDEL W, THOMA K, HIERMAIER S, et al. Penetration of reinforced concrete by BETA-B-500 numerical analysis using a
new macroscopic concrete model for hydrocodes [C]//Proceedings of the 9th International Symposium on Interaction of the
Effects of Munitions with Structures. Berlin Strausberg: ISIEMS, 1999: 315-322.
[8] MURRAY Y D. Users manual for LS-DYNA concrete material model 159: FHWA-HRT-05-062 [R]. McLean: U. S.
Department Transportation Federal Highway Administration, 2007.
[9] POLANCO-LORIA M, HOPPERSTAD O S, BØRVIK T, et al. Numerical predictions of ballistic limits for concrete slabs
using a modified version of the HJC concrete model [J]. International Journal of Impact Engineering, 2008, 35(5): 290–303.
DOI: 10.1016/j.ijimpeng.2007.03.001.
[10] KONG X Z, FANG Q, LI Q M, et al. Modified K&C model for cratering and scabbing of concrete slabs under projectile
impact [J]. International Journal of Impact Engineering, 2017, 108: 217–228. DOI: 10.1016/j.ijimpeng.2017.02.016.
[11] JIANG H, ZHAO J D. Calibration of the continuous surface cap model for concrete [J]. Finite Elements in Analysis and
Design, 2015, 97: 1–19. DOI: 10.1016/j.finel.2014.12.002.
[12] 凌天龙, 王宇涛, 刘殿书, 等. 修正 RHT 模型在岩体爆破响应数值模拟中的应用 [J]. 煤炭学报, 2018, 43(S2): 434–442.
DOI: 10.13225/j.cnki.jccs.2017.1698.
LING T L, WANG Y T, LIU D S, et al. Modified RHT model for numerical simulation of dynamic response of rock mass
under blasting load [J]. Journal of China Coal Society, 2018, 43(S2): 434–442. DOI: 10.13225/j.cnki.jccs.2017.1698.
[13] YANG L, WANG G S, ZHAO G F, et al. A rate-and pressure-dependent damage-plasticity constitutive model for rock [J].
International Journal of Rock Mechanics and Mining Sciences, 2020, 133: 104394. DOI: 10.1016/j.ijrmms.2020.104394.
[14] LI H Y, SHI G Y. A dynamic material model for rock materials under conditions of high confining pressures and high strain
rates [J]. International Journal of Impact Engineering, 2016, 89: 38–48. DOI: 10.1016/j.ijimpeng.2015.11.004.
[15] KONG X Z, FANG Q, CHEN L, et al. A new material model for concrete subjected to intense dynamic loadings [J].
International Journal of Impact Engineering, 2018, 120: 60–78. DOI: 10.1016/j.ijimpeng.2018.05.006.
[16] 胡学龙, 璩世杰, 李克庆. 基于统一强度理论的岩石弹塑性损伤模型研究 [J]. 中国矿业大学学报, 2019, 48(2): 305–312.
DOI: 10.13247/j.cnki.jcumt.000985.
HU X L, QU S J, LI K Q. Study of rock elastoplastic constitutive damage model based on the unified strength theory [J].
Journal of China University of Mining & Technology, 2019, 48(2): 305–312. DOI: 10.13247/j.cnki.jcumt.000985.
[17] 谢福君, 张家生, 陈俊桦. 冲击荷载作用下岩石压动态和拉动态损伤模型 [J]. 中南大学学报 (自然科学版), 2019, 50(2):
061412-11