An Experimental Research and Analysis of the Law of Explosive Stress Wave Propagation of Cylindrical Charge

2011 ◽  
Vol 137 ◽  
pp. 24-29
Author(s):  
Xiang Yang Jiang ◽  
Shi Long Yan ◽  
Wei Liu

The study obtains the parameters of the formula of pressure caused by cylindrical charge’s explosive shock wave through experiments in a pool firstly. Through testing cylindrical charge exploding in concrete specimen, the study then gets blasting strain wave’s propagation law and formula’s parameter of exploding cylindrical charge in concrete specimen.

2012 ◽  
Vol 170-173 ◽  
pp. 511-515
Author(s):  
Jin Yu ◽  
Yan Yan Cai ◽  
Bo Xue Song ◽  
Xu Chen

The research of stress wave propagation law under cracked rock has important theoretical value and practical significance. Because of the discontinuity, nonelasticity and nonlinearity of the cracks, the theoretical interpretation and mechanism research about tress wave propagation law are a great challenge to researchers for a long time. From the establishment of the research method, the determination of mathematic model of micro-cracks and the main solutions, this paper brief reviews the current development of the influence of the complicated micro-cracks on stress wave propagation law.


Shock Waves ◽  
2015 ◽  
Vol 25 (6) ◽  
pp. 675-681 ◽  
Author(s):  
E. Belov ◽  
M. Blachman ◽  
A. Britan ◽  
O. Sadot ◽  
G. Ben-Dor

2014 ◽  
Vol 1065-1069 ◽  
pp. 2108-2112
Author(s):  
Jia Quan Wu ◽  
Hong Yan Li ◽  
Fei Ye ◽  
Xing Yu Zhang ◽  
Kun Ma

How to truncate stress wave is an important problem that must be considered in design of engineering structure. As an effective detection method of stress distribution, the dynamic photoelasticity has been wide used in stress analysis, such as detection of mechanical structure, civil engineering and water conservancy etc. In this paper, the stress wave isochromatic fringe at different interface structure has been obtained through vertical shooting experiment. The structural stress wave propagation rule of three kinds of case is studied by comparison fringe pattern. The experimental research results show that the stress wave propagation can be effectively guided to a fixed direction through installed connecting parts in structural connection position and the method can avoid integrity damage of structure caused by local large stress changes. Finally, the dynamic photoelasticity is an intuitive and effective way to study stress wave truncation problem.


2010 ◽  
Vol 70 (12) ◽  
pp. 1669-1673 ◽  
Author(s):  
Yangwei Wang ◽  
Fuchi Wang ◽  
Xiaodong Yu ◽  
Zhuang Ma ◽  
Jubin Gao ◽  
...  

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