Citation: | Chen Rui, Liu Jie, Han Xu, Bi Ren-gui. A multi-stage computational inverse technique for identification of the dynamic constitutive parameters of concrete[J]. Explosion And Shock Waves, 2014, 34(3): 315-321. doi: 10.11883/1001-1455(2014)03-0315-07 |
[1] |
Ross C A, Thompson P Y, Tedesco J W. Split-Hopkinson pressure-bar tests on concrete and mortar in tension and compression[J]. ACI Materials Journal, 1989, 86(5): 475-481.
|
[2] |
Bischoff P H, Perry S H. Compressive behaviour of concrete at high strain rates[J]. Materials and Structures, 1991, 24(6): 425-450. doi: 10.1007/BF02472016
|
[3] |
Tedesco J W, Hughes M L, Ross C A. Numerical simulation of high strain rate concrete compression tests[J]. Computers & Structures, 1994, 51(1): 65-77.
|
[4] |
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]//Jackson N. Proceedings of the 14th International Symposium on Ballistics. USA: American Defense Preparedness Association, 1993: 591-600.
|
[5] |
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, Germany, 1999: 315-322.
|
[6] |
Taylor L M, Chen E P, Kuszmaul J S. Microcrack-induced damage accumulation in brittle rock under dynamic loading[J]. Computer Methods in Applied Mechanics and Engineering, 1986, 55(3): 301-320. doi: 10.1016/0045-7825(86)90057-5
|
[7] |
Han X, Liu G R. Computational inverse technique for material characterization of functionally graded materials[J]. American Institute of Aeronautics and Astronautics, 2003, 41(2): 288-295. doi: 10.2514/2.1942
|
[8] |
Cooreman S, Lecompte D, Sol H, et al. Elasto-plastic material parameter identification by inverse methods: Calculation of the sensitivity matrix[J]. International Journal of Solids and Structures, 2007, 44(13): 4329-4341. doi: 10.1016/j.ijsolstr.2006.11.024
|
[9] |
Sedighi M, Khandaei M, Shokrollahi K H. An approach in parametric identification of high strain rate constitutive model using Hopkinson pressure bar test results[J]. Materials Science and Engineering: A, 2010, 527(15): 3521-3528. doi: 10.1016/j.msea.2010.02.025
|
[10] |
伍乾坤, 韩旭, 胡德安.一种陶瓷脆性材料动态本构参数的计算反求方法[J].固体力学学报, 2009, 30(3): 280-285.
Wu Qian-kun, Han Xu, Hu De-an. An inverse technique for identification of dynamic constitutive parameters of ceramic brittle material[J]. Acta Mechanica Solida Sinica, 2009, 30(3): 280-285.
|
[11] |
Chen R, Han X, Liu J, et al. A computational inverse technique to determine the dynamic constitutive model parameters of concrete[J]. Computers Materials & Continua, 2011, 25(2): 135-157.
|
[12] |
Liu G R, Han X. Computational inverse techniques in nondestructive evaluation[M]. Boca Raton: CRC Press, 2003.
|
[13] |
Hao Y F, Hao H, Li Z X. Numerical analysis of lateral inertial confinement effects on impact test of concrete compressive material properties[J]. International Journal of Protective Structures, 2010, 1(1): 145-167. doi: 10.1260/2041-4196.1.1.145
|
[14] |
巫绪涛, 李耀, 李和平.混凝土HJC本构模型参数的研究[J].应用力学学报, 2010, 27(2): 340-344.
Wu Xu-tao, Li Yao, Li He-ping. Research on the material constants of the HJC dynamic constitutive model for concrete[J]. Chinese Journal of Applied Mechanics, 2010, 27(2): 340-344.
|