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

  • Wei Dong Lei
  • , Hong Jun Li*
  • , Chun Liu
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • Hualan Design & Consulting Group Co., Ltd.

Research output: Contribution to journalArticlepeer-review

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.

Original languageEnglish
Pages (from-to)2979-2983 and 3002
JournalYantu Lixue/Rock and Soil Mechanics
Volume37
Issue number10
DOIs
StatePublished - 10 Oct 2016
Externally publishedYes

Keywords

  • Blasting wave
  • Hyperbolic partial differential equation
  • Infinite elastic medium
  • Method of characteristics

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