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第 45 卷 汪 腾,等: 基于不同本构模型下的白砂岩动态力学性能仿真分析与实验验证 第 12 期
Quarterly of Mechanics, 2012, 33(1): 158–163. DOI: 10.15959/j.cnki.0254-0053.2012.01.016.
[11] ZHANG Q B, ZHAO J. A review of dynamic experimental techniques and mechanical behaviour of rock materials [J]. Rock
Mechanics and Rock Engineering, 2014, 47(4): 1411–1478. DOI: 10.1007/s00603-013-0463-y.
[12] XIE L X, LU W B, ZHANG Q B, et al. Analysis of damage mechanisms and optimization of cut blasting design under high in-
situ stresses [J]. Tunnelling and Underground Space Technology, 2017, 66: 19–33. DOI: 10.1016/j.tust.2017.03.009.
[13] BORRVALL T, RIEDEL W. The RHT concrete model in LS-DYNA [C]//Proceedings of the 8th European LS-DYNA User
Conference. Strasbourg, 2011: 23–24.
[14] MEYERS M A. Dynamic behavior of materials [M]. New York: John Wiley & Sons, 1994.
[15] Livermore Software Technology Corporation. LS-DYNA keyword user’s manual: volume Ⅱ: material models: LS-DYNA
®
R7.1 [R]. Livermore: Livermore Software Technology Corporation, 2007.
[16] HOLMQUIST T J, JOHNSON G R. A computational constitutive model for glass subjected to large strains, high strain rates
and high pressures [J]. Journal of Applied Mechanics, 2011, 78(5): 051003. DOI: 10.1115/1.4004326.
[17] SCHWER L E, MURRAY Y D. A three-invariant smooth cap model with mixed hardening [J]. International Journal for
Numerical and Analytical Methods in Geomechanics, 1994, 18(10): 657–688. DOI: 10.1002/nag.1610181002.
[18] MURRAY Y D, LEWIS B A. Numerical simulation of damage in concrete: DNA-TR-94-190 [R]. 1995: 1–91.
[19] DUVAUT G, LIONS J L. Les inéquations en mécanique et en physique [M]. Paris: Dunod, 1972.
[20] YANG J C, LIU K W, LI X D, et al. Stress initialization methods for dynamic numerical simulation of rock mass with high in-
situ stress [J]. Journal of Central South University, 2020, 27(10): 3149–3162. DOI: 10.1007/s11771-020-4535-3.
[21] 吕绍品, 郑光, 郑宇轩, 等. 静水压下白砂岩的动态力学性能研究 [J]. 硅酸盐通报, 2024, 43(2): 543–554. DOI: 10.16552/
j.cnki.issn1001-1625.2024.02.019.
LÜ S P, ZHENG G, ZHENG Y X, et al. Dynamic mechanical properties of white sandstone under hydrostatic pressure [J].
Bulletin of the Chinese Ceramic Society, 2024, 43(2): 543–554. DOI: 10.16552/j.cnki.issn1001-1625.2024.02.019.
[22] 王礼立. 应力波基础 [M]. 2 版. 北京: 国防工业出版社, 2005.
WANG L L. Foundation of stress waves [M]. 2nd ed. Beijing: National Defense Industry Press, 2005.
[23] LUNDBERG B. A split Hopkinson bar study of energy absorption in dynamic rock fragmentation [J]. International Journal of
Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1976, 13(6): 187–197. DOI: 10.1016/0148-9062(76)91285-7.
[24] 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 the Effects of
Munitions with Structures. Berlin, 1999: 315–322.
[25] 杜闯, 宋帅, 张江鹏. 爆炸冲击作用下三种混凝土本构模型对比研究 [J]. 兵器装备工程学报, 2022, 43(11): 49–56. DOI:
10.11809/bqzbgcxb2022.11.007.
DU C, SONG S, ZHANG J P. Comparative study on three concrete constitutive models under blast loading [J]. Journal of
Ordnance Equipment Engineering, 2022, 43(11): 49–56. DOI: 10.11809/bqzbgcxb2022.11.007.
[26] WANG Z L, NI Y, WANG J G, et al. Improvement and performance analysis of constitutive model for rock blasting damage
simulation [J]. Simulation Modelling Practice and Theory, 2025, 138: 103043. DOI: 10.1016/j.simpat.2024.103043.
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