Dynamic Load Analysis of Underground Structure Under the Effect of Blast Wave

REN Yun-yan; ZHANG Li; HAN Feng

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Article Navigation > Applied Mathematics and Mechanics > 2006 > 27(9): 1122-1128

REN Yun-yan, ZHANG Li, HAN Feng. Dynamic Load Analysis of Underground Structure Under the Effect of Blast Wave[J]. Applied Mathematics and Mechanics, 2006, 27(9): 1122-1128.

Citation:

REN Yun-yan, ZHANG Li, HAN Feng. Dynamic Load Analysis of Underground Structure Under the Effect of Blast Wave[J]. Applied Mathematics and Mechanics, 2006, 27(9): 1122-1128.

Citation:

REN Yun-yan, ZHANG Li, HAN Feng. Dynamic Load Analysis of Underground Structure Under the Effect of Blast Wave[J]. Applied Mathematics and Mechanics, 2006, 27(9): 1122-1128.

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Dynamic Load Analysis of Underground Structure Under the Effect of Blast Wave

1.
Mechanical and Engineering Institute, Beijing Institute of Technology, Beijing 100081, P. R. China;

Received Date: 2004-12-14
Rev Recd Date: 2006-06-20
Publish Date: 2006-09-15

Abstract

Abstract

A semi-analytical method of solving the problem of dynamic stress concentration of arbitrary underground structure under the effect of blast waves was introduced. Using the Fourier Transform theory, the shock waves (in the forms of SH-waves) can be converted into frequency bands. After employing complex functions and conformal mapping, the admittance functions of various underground structures were obtained. Then, the problem of the time domain dynamic stress response of underground structure can be easily solved through the Fourier inverse transform. At last, the results and curves of the dynamic stress for the square, triangle and horseshoe cavity are presented.
- dynamic stress,
- blast wave,
- FFT transform,
- underground structure

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References(6)

References

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