The response of an elastic half-space under a momentary shear line impulse

被引:2
|
作者
Ziv, M [1 ]
机构
[1] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
关键词
characteristics method; multidimensional wave propagation; half-space transient response;
D O I
10.1002/nag.272
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The response of an ideal elastic half-space to a line-concentrated impulsive vector shear force applied momentarily is obtained by an analytical-numerical computational method based on the theory of characteristics in conjunction with kinematical relations derived across surfaces of strong discontinuities. The shear force is concentrated along an infinite line, drawn on the surface of the half-space, while being normal to that line as well as to the axis of symmetry of the half-space. An exact loading model is introduced and built into the computational method for this shear force. With this model, a compatibility exists among the prescribed applied force, the geometric decay of the shear stress component at the precursor shear wave, and the boundary conditions of the half-space; in this sense, the source configuration is exact. For the transient boundary-value problem described above, a wave characteristics formulation is presented, where its differential equations are extended to allow for strong discontinuities which occur in the material motion of the half-space. A numerical integration of these extended differential equations is then carried out in a three-dimensional spatiotemporal wavegrid formed by the Cartesian bicharacteristic curves of the wave characteristics formulation. This work is devoted to the construction of the computational method and to the concepts involved therein, whereas the interpretation of the resultant transient deformation of the half-space is presented in a subsequent paper. Copyright (C) 2003 John Wiley Sons, Ltd.
引用
收藏
页码:207 / 232
页数:26
相关论文
共 50 条
  • [1] Source signature and elastic waves in a half-space under a momentary shear line impulse
    Ziv, M
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2003, 27 (03) : 233 - 258
  • [2] Elastic half-space under an oblique line impulse
    Ziv, M
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2003, 27 (12) : 1027 - 1041
  • [3] A spherical inclusion in an elastic half-space under shear
    Jasiuk, I
    Sheng, PY
    Tsuchida, E
    JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1997, 64 (03): : 471 - 479
  • [4] Impulse response of elastic half-space in the wave number-time domain
    Park, J
    Kausel, E
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2004, 130 (10): : 1211 - 1222
  • [5] IMPULSE RESPONSE OF A LOSSY MAGNETOPLASMA HALF-SPACE
    GRAY, KG
    SCHANZER, ST
    PROCEEDINGS OF THE IEEE, 1975, 63 (12) : 1729 - 1730
  • [6] TRANSIENT ANALYSIS OF SHEAR IMPACT OF AN ELASTIC HALF-SPACE
    JINGU, T
    TSUCHIDA, E
    BULLETIN OF THE JSME-JAPAN SOCIETY OF MECHANICAL ENGINEERS, 1981, 24 (194): : 1346 - 1353
  • [7] ELASTIC STRESSES AND ELASTIC ENERGY OF A FLUX LINE IN A HALF-SPACE
    IVANOV, SA
    KOLESNIKOVA, AL
    ROMANOV, AE
    PHYSICA STATUS SOLIDI A-APPLIED RESEARCH, 1982, 73 (01): : K31 - K34
  • [8] LONGITUDINAL SHEAR OF ANISOTROPIC ELASTIC HALF-SPACE WITH AN ELASTIC FLAT INCLUSION
    KONDO, T
    SEKINE, H
    TAMATE, O
    BULLETIN OF THE JSME-JAPAN SOCIETY OF MECHANICAL ENGINEERS, 1985, 28 (239): : 761 - 768
  • [9] Seepage Consolidation under Space Deformation of Elastic Half-Space
    Kosterin, A., V
    Skvortsov, E., V
    UCHENYE ZAPISKI KAZANSKOGO UNIVERSITETA-SERIYA FIZIKO-MATEMATICHESKIE NAUKI, 2019, 161 (03): : 355 - 364
  • [10] Shear problem of an elastic half-space adhered by a rigid punch
    Akiyama, Takao
    Hara, Toshiaki
    Shibuya, Toshikazu
    Koizumi, Takashi
    Nippon Kikai Gakkai Ronbunshu, A Hen/Transactions of the Japan Society of Mechanical Engineers, Part A, 1994, 60 (570): : 549 - 555