LIU Zhanfang, GUO Yuan, TANG Shaoqiang, HUANG Xinjia, ZHUANG Zhuo. Dual Pulse Wave Structure of Elastic Stress Waves and Plate Impact Verification[J]. Applied Mathematics and Mechanics, 2018, 39(3): 249-265. doi: 10.21656/1000-0887.380324
Citation: LIU Zhanfang, GUO Yuan, TANG Shaoqiang, HUANG Xinjia, ZHUANG Zhuo. Dual Pulse Wave Structure of Elastic Stress Waves and Plate Impact Verification[J]. Applied Mathematics and Mechanics, 2018, 39(3): 249-265. doi: 10.21656/1000-0887.380324

Dual Pulse Wave Structure of Elastic Stress Waves and Plate Impact Verification

doi: 10.21656/1000-0887.380324
Funds:  The National Natural Science Foundation of China(11372365;11072276;11176035)
  • Received Date: 2017-12-15
  • Rev Recd Date: 2018-01-09
  • Publish Date: 2018-03-15
  • A revised elastic stress wave theory was proposed. The existent theory of elastic stress waves has some deficiencies in aspects of rotational deformation as well as its corresponding internal force, and wave equations, etc. It was revealed that there exist both volumetric waves and deviatoric waves in elastic solids, the volumetric wave travels independently but the deviatoric wave is influenced by the volumetric wave, and them 2 form a weakly coupled wave system. An impacted plate should be treated as a 3D strain system other than a 1D one. In plate impact tests, the 2 wave variables remained 2ndorder tensors but the independent variable was simplified as a volumetric strain plus a principal deviatoric strain, consequently the wave equations were simplified as 2 weakly coupled wave equations. The interface effects of stress waves involved generation of stress waves on the impact surface and reflection of stress waves on the free surface. Relationships between the boundary conditions and the wave variables on the impact surface and the free surface were established. In the numerical tests, the volumetric and deviatoric waves were simultaneously generated on the impact surface, but the volumetric wave and a part of the deviatoric wave constituted a composite pulse propagating at a faster speed, and the rest of the deviatoric wave made a deviatoric pulse traveling at a slower speed. Both the 2 incident pulses on the free surface were reflected respectively to produce a composite pulse and a deviatoric pulse again, which meant 4 reflected pulses were generated. The dual pulse structure of stress waves may explain very well the recompressive phenomenon of the free surface velocity curves of plate specimens under plate impact. Recompressive signals measured on 10 alumina plate specimens of different thicknesses verify the theoretical prediction of the deviatoric pulse.
  • loading
  • [1]
    REEDMAN J H, PHIL M. Techniques in Mineral Exploration [M]. London: Applied Science Publishers, 1979: 229-321.
    [2]
    宁建国, 王成, 马天宝. 爆炸与冲击动力学[M]. 北京: 国防工业出版社, 2010.(NING Jianguo, WANG Cheng, MA Tianbao.Explosion Mechanics and Impact Dynamics [M]. Beijing: National Defense Industry Press, 2010.(in Chinese))
    [3]
    宁建国, 宋卫东, 任会兰, 等. 冲击载荷作用下材料与结构的响应与防护[J]. 固体力学学报, 2010,31(5): 532-552.(NING Jianguo, SONG Weidong, REN Huilan, et al. Response and protection of materials and structures under impact loadings[J]. Chinese Journal of Solid Mechanics,2010,31(5): 532-552.(in Chinese))
    [4]
    周锡元, 吴育才. 工程抗震的新发展[M]. 广州: 暨南大学出版社, 2002.(ZHOU Xiyuan, WU Yucai. New Development of Earthquake Resistant Engineering [M]. Guangzhou: Jinan University Press, 2002.(in Chinese))
    [5]
    廖振鹏. 工程波动理论导论[M]. 2版. 北京:科学出版社, 2002.(LIAO Zhenpeng. Introduction to Wave Motion Theories in Engineering [M]. 2nd ed. Beijing: Science Press, 2002.(in Chinese))
    [6]
    FENG Qian, KONG Qingzhao, SONG Gangbing. Damage detection of concrete piles subject to typical damage types based on stress wave measurement using embedded smart aggregates transducers[J]. Measurement,2016,88: 345-352.
    [7]
    徐芝纶. 弹性力学[M]. 4版. 北京: 高等教育出版社, 2006.(XU Zhilun. Elastic Mechanics [M]. 4th ed. Beijing: Higher Education Press, 2006.(in Chinese))
    [8]
    ACHENBACH J D. Wave Propagation in Elastic Solids [M]. New York: North-Holland Publishing Company, 1973: 64-70.
    [9]
    GRAFF K F. Wave Motion in Elastic Solids [M]. London: Oxford University Press, 1975: 50-64.
    [10]
    吴家龙. 弹性力学[M]. 2版. 北京: 高等教育出版社, 2001: 299.(WU Jialong. Elastic Mechanics [M]. 2nd ed. Beijing: Higher Education Press, 2001: 299.(in Chinese))
    [11]
    王礼立. 应力波基础[M]. 2版. 北京: 国防工业出版社, 2005: 35-37.(WANG Lili. The Foundation of Stress Wave [M]. 2nd ed. Beijing: National Defense Industry Press, 2005: 35-37.(in Chinese))
    [12]
    MEYERS M A. Dynamic Behavior of Materials [M]. New York: Wiley-Interscience Publication, 1994: 25-28.
    [13]
    KOLSKI H. Stress Waves in Solids [M]. New York: Dover Publications Inc, 1963.
    [14]
    李永池. 波动力学[M]. 合肥: 中国科学技术大学出版社, 2015.(LI Yongchi. Wave Dynamics [M]. Hefei: Press of University of Science and Technology of China, 2015.(in Chinese))
    [15]
    杨桂通, 张善元. 弹性动力学[M]. 北京: 中国铁道出版社, 1988: 73-75.(YANG Guitong, ZHANG Shanyuan. Elastodynamics [M]. Beijing: Chinese Railway Press, 1988: 73-75.(in Chinese))
    [16]
    颜世军, 刘占芳. 修正的偶应力线弹性理论及广义线弹性体的有限元方法[J]. 固体力学学报, 2012,33(3): 279-287.(YAN Shijun, LIU Zhanfang. A modified couple stress linear elasticity and finite element method for generalized elastic bodies[J]. Chinese Journal of Solid Mechanics,2012,33(3): 279-287.(in Chinese))
    [17]
    LIU Zhanfang, FU Zhi. Scale effects of the stress symmetry in generalized elasticity[J]. International Journal of Aerospace and Lightweight Structures,2012,2(4): 509-521.
    [18]
    黄克智, 薛明德, 陆明万. 张量分析[M]. 2版. 北京: 清华大学出版社, 2003: 73.(HUANG Kezhi, XUE Mingde, LU Mingwan. Tensor Analysis [M]. 2nd ed. Beijing: Tsinghua University Press, 2003: 73.(in Chinese))
    [19]
    MINDLIN R D, TIERSTEN H F. Effects of couple-stresses in linear elasticity[J]. Archive for Rational Mechanics and Analysis,1962,11(1): 415-448.
    [20]
    LIU Zhanfang, SUN Xiaoyong, GUO Yuan. On elastic stress waves in an impacted plate[J]. International Journal of Applied Mechanics,2014,6(4): 145-163.
    [21]
    经福谦. 实验物态方程导引[M]. 2版. 北京: 科学出版社, 1999.(JIN Fuqian. Introduction of Experimental Equation of State [M]. 2nd ed. Beijing: Science Press, 1999.(in Chinese))
    [22]
    GRADY D E, MOODY R L. Shock compression profiles in ceramics[R]. United States, 1996.
    [23]
    格拉汉姆 R A. 固体的冲击波压缩: 力学、物理和化学[M]. 贺红亮, 译. 北京:科学出版社, 2010.(GRAHAM R A. Solids Under High-Pressure Shock Compression: Mechanics, Physics and Chemistry [M]. HE Hongliang, transl. Beijing: Science Press, 2010.(Chinese version))
    [24]
    王礼立, 胡时胜, 杨黎明, 等. 材料动力学[M]. 合肥: 中国科学技术大学出版社, 2017.(WANG Lili, HU Shisheng, YANG Liming, et al. Material Dynamics [M]. Hefei: Press of University of Science and Technology of China, 2017.(in Chinese))
    [25]
    TRUESDELL C, NOLL W. The Non-Linear Field Theories of Mechanics [M]. Berlin: Springer-Verlag, 2004.
    [26]
    范镜泓. 非线性连续介质力学基础[M]. 重庆: 重庆大学出版社, 1987: 35-52.(FAN Jinghong. Nonlinear Continuum Mechanics Theory [M]. Chongqing: Chongqing University Press, 1987: 35-52.(in Chinese))
    [27]
    刘占芳, 冯晓伟, 张凯, 等. 氧化铝陶瓷动态压缩强度的高压和高应变率效应[J]. 功能材料, 2010,41(12): 2087-2090.(LIU Zhanfang, FENG Xiaowei, ZHANG Kai, et al. Effects of high pressure and high strain rate on dynamic compressive strength of alumina[J]. Journal of Functional Materials,2010,41(12): 2087-2090.(in Chinese))
    [28]
    RAJENDRAN A M, DANDEKAR D P. Inelastic response of alumina[J]. International Journal of Impact Engineering,1995,17: 649-660.
    [29]
    KANEL G I, RAZORENOV S V, SAYINYKH A S, et al. A study of failure wave phenomenon in glasses compressed at different levels[J]. Journal of Applied Physics,2005,98(11): 113523. DOI: 10.1063/1.2139829.
    [30]
    RAISER G F, WISE J L, CLIFTON R J, et al. Plate impact response of ceramics and glasses[J]. Journal of Applied Physics,1994,75(8): 3862. DOI: 10.1063/1.356066.
  • 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

    Article Metrics

    Article views (1807) PDF downloads(1051) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return