›› 2016, Vol. 37 ›› Issue (10): 2979-2983.doi: 10.16285/j.rsm.2016.10.032

• Numerical Analysis • Previous Articles     Next Articles

Solution of blasting-induced stress wave propagation in an infinite elastic medium based on characteristics method

LEI Wei-dong1, LI Hong-jun2, LIU Chun1   

  1. 1.Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, Guangdong 518055, China; 2.Hualan Design & Consulting Group, Nanning, Guangxi 530011, China
  • Received:2016-06-23 Online:2016-10-11 Published:2018-06-09
  • Supported by:

    This work was supported by the Shenzhen Science and Technology Planning Program (JCYJ20140417172417171).

Abstract: The stress wave expressed by the double exponential function is often used as the dynamic input in the numerical analysis for blasting engineering. A solution of stress wave propagation in elastic rock based on the characteristics method is an important benchmark for engineering numerical analyses, and for the validation of a dynamic numerical algorithm. The problem of blasting wave propagation in the surrounding infinite medium is solved using the given unified approach for elastic waves based on the characteristics method. The solution procedures for the radial and circumference stresses and the velocity and displacement waves during the compression blasting wave propagation are given, and these procedures are coded in MATLAB. The results of the radial and circumference stresses and the velocity and displacement waves are discussed. The characteristics method provides a powerful tool for solving the hyperbolic partial differential equations, and the solution of compression wave, expressed by the double exponential function, plays an important role in the analysis of the wave propagation problem.

Key words: blasting wave, method of characteristics, infinite elastic medium, hyperbolic partial differential equation

CLC Number: 

  • TU 435

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