›› 2013, Vol. 34 ›› Issue (9): 2715-2720.

• Numerical Analysis • Previous Articles     Next Articles

A new kind of finite difference scheme for exact solutions of one-dimensional wave equation in heterogeneous layer media

FAN Liu-ming   

  1. College of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China
  • Received:2012-07-01 Online:2013-09-11 Published:2013-09-13

Abstract: The plane-wave propagation can be generalized as a definite-solution problem of one-dimensional wave equation. In spite of the simple formality, solutions of one-dimensional wave equation in inhomogeneous media have to be solved with the aid of numerical methods. The classic three-level five-point finite difference scheme is a usual numerical method to calculate partial differential equations, which must meet the stable condition as an explicit iteration method. The stable condition is , where is wave velocity, is time sample interval, and is space sample interval. When or , the finite difference scheme is just up to the critical stable state. In such a case a space sample interval just equals wave propagation distance in a time sample interval , so the classic difference scheme exactly expresses plane-wave propagation theory and can be used to obtain exact solutions of one-dimensional wave equations. However, because of existence of wave impedance interfaces, the algorithm is unable to calculate wave fields in heterogeneous layer media. In order that the classic difference scheme in the critical stable state can be generalized to apply to heterogeneous layer media, an improved scheme is put forward, which can deal with impedance interfaces. Its stable condition is also given by Fourier transform analysis and the correctness is proved by some numerical model tests.

Key words: one-dimensional wave equation, finite difference method, classic finite difference scheme, layer media, exact solutions

CLC Number: 

  • TU435
[1] HE Zhi-jun, LEI Hao-cheng, XIA Zhang-qi, ZHAO Lian-heng. Analysis of settlement and internal force displacement of single pile in multilayer soft soil foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 655-666.
[2] LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22.
[3] CHEN Dong, WANG En-yuan, LI Nan, . Study on wave field characteristics of different media models of coal and rock [J]. Rock and Soil Mechanics, 2019, 40(S1): 449-458.
[4] GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107.
[5] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
[6] LI Chuan-xun, DONG Xing-quan, JIN Dan-dan, WANG Yu-lin,. Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient [J]. , 2018, 39(5): 1877-1884.
[7] LI Chuan-xun , DONG Xing-quan , JIN Dan-dan , XIE Kang-he,. Nonlinear large-strain consolidation analysis of soft clay considering threshold hydraulic gradient [J]. , 2017, 38(2): 377-384.
[8] XIE Xin-yu, HAN Dong-dong, HUANG Li , WANG Zhong-jin, LIU Kai-fu,. Calculation of ultimate bearing capacity factor Nγ for rough strip footings [J]. , 2016, 37(S1): 209-214.
[9] DONG Xing-quan, LI Chuan-xun, CHEN Meng-meng, ZHANG Jun, XIE Kang-he,. Analysis of large-strain nonlinear consolidation of double-layer soft clay foundation with considering effect of non-Darcy’s flow [J]. , 2016, 37(8): 2321-2331.
[10] XU Ling-yu, CAI Fei, CHEN Guo-xing, WANG Guo-xin,. Implementation of nonlinear dynamic constitutive model in FLAC3D with considering cyclic softening behaviors of soils [J]. , 2016, 37(11): 3329-3335.
[11] GONG Xiao-nan , SUN Zhong-ju , YU Jian-lin , . Analysis of displacement of adjacent buried pipeline caused by ground surcharge [J]. , 2015, 36(2): 305-310.
[12] CUI Lan,ZHENG Jun-jie,ZHANG Rong-jun,ZHANG Wei. Elastoplastic solutions to strain-softening behavior of surrounding rock masses of deep circular tunnels considering dilatancy effect [J]. , 2014, 35(4): 1187-1193.
[13] SUN Wei-ze , DONG Jun , CUI Yu-ping , DONG Fei . Study of aseismatic performance of a typical subway tunnel with initial defects [J]. , 2012, 33(S2): 283-288.
[14] JIANG Xin,LIU Jin-nan,HUANG Ming-xing,QIU Yan-jun. Numerical simulation of embankment on sloped weak ground reinforced by anti-slide piles [J]. , 2012, 33(4): 1261-1267.
[15] WANG Kai,ZHANG Cheng-ping,WANG Meng-shu. Asymmetric double-arch subsea tunneling-induced ground deformation analysis [J]. , 2011, 32(9): 2771-2777.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[7] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[8] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[9] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[10] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .