Volume 34 Issue 3
Aug.  2014
Turn off MathJax
Article Contents
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
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

A multi-stage computational inverse technique for identification of the dynamic constitutive parameters of concrete

doi: 10.11883/1001-1455(2014)03-0315-07
Funds:  Supported by the National Natural Science Foundation of China (11202076)
  • Received Date: 2012-10-11
  • Rev Recd Date: 2013-03-04
  • Publish Date: 2014-05-25
  • A multi-stage computational inverse technique is presented to determine the dynamic constitutive parameters of concrete based on the split Hopkinson pressure bar tests at different strain rate loadings.In this method, sensitivity analysis for parameters is carried out based on different experimental models and classification for the parameters is performed according to sensitivity, then the parameters are determined step by step through the inverse method.During parameters identification by multi-stage inverse method, last identified results are applied to current parameters identification.The results indicate that this method obtains the parameters rapidly, which are determined difficultly and expensively by traditional method, combining with different experiments.It is a potentially effective and useful tool to identify material constitutive parameters.
  • loading
  • [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.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(7)  / Tables(2)

    Article Metrics

    Article views (3195) PDF downloads(509) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return