2008 ◽  
Vol 17 (4) ◽  
pp. 1341-1348 ◽  
Author(s):  
Zhang Qi-Li ◽  
Zhang Ping ◽  
Song Hai-Feng ◽  
Liu Hai-Feng

1999 ◽  
Vol 23 (1) ◽  
pp. 27-38 ◽  
Author(s):  
J.R. Asay ◽  
C.A. Hall ◽  
C.H. Konrad ◽  
W.M. Trott ◽  
G.A. Chandler ◽  
...  

1989 ◽  
Vol 94 (B7) ◽  
pp. 9508 ◽  
Author(s):  
Sally M. Rigden ◽  
Thomas J. Ahrens ◽  
E. M. Stolper

2000 ◽  
Vol 127 (2) ◽  
pp. 333-337 ◽  
Author(s):  
D. M. Gold ◽  
P. M. Celliers ◽  
G. W. Collins ◽  
K. S. Budil ◽  
R. Cauble ◽  
...  

1982 ◽  
Vol 5 (4) ◽  
pp. 367-370 ◽  
Author(s):  
Frank J. Millero ◽  
Chen‐Tung Chen ◽  
Alvin Bradshaw ◽  
Karl Schleicher

1999 ◽  
Vol 84 (5-6) ◽  
pp. 856-860 ◽  
Author(s):  
Guillaume Fiquet ◽  
Bruno Reynard

2011 ◽  
Vol 261-263 ◽  
pp. 161-165
Author(s):  
Chu Jie Jiao ◽  
Guo Ping Jiang ◽  
Le Gao

The shock Hugoniot relationship of concrete was studied based on concrete test subjected to the high-velocity impacting loading by one stage gas gun. The P-U(pressure-partical speed) shock Hugoniot relationship curve of concrete was gained from the D-U(shocking wave speed-partical speed) curve of concrete, and the equation of volume pressure P and volume strain v was put forward according to the example analysis. Moreover, based on the polynomial Grьneisen equation, the parameters of high-pressure equation of state of concrete were got by fitting the test date, and the theoretical values from the equation matched well with the experimental ones.


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