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Dynamic propagation stress intensity factor

Zehnder, A.T. and Rosakis, A.J. (1990). Dynamic Fracture Initiation and Propagation in 4340 Steel under Impact Loading, International Journal of Fracture, 43, pp. 271-285. Kalthoff, J.F., Beinert, J. and Winkler, S. (1977). Measurements of Dynamic Stress Intensity Factors for Fast Running and Arresting Cracks in Double-Cantilever-Beam Specimens. n Fast Fracture and Crack Arrest, ASTMSTP 627, pp. 161-176, Hahn, G.T. and Kanninen, M.F. (Eds.). American Society for Testing and Materials. [Pg.185]

In this paper we have calculated the three dimensional stress fields at the tip of the crack associated with the standing waves across the plate, assuming the waves modulate the stress intensity factor of the crack. Thus the present analysis takes account of these important experimental observations for the microcrack branching instability described above. We are unable, however, to clarify the direct cause of this instability but we have pointed out that the transient interference pattern of the standing waves could enhance the stress fields at the tip of the crack, as shown in Fig. 5, and possibly change the dynamics of the propagating crack. [Pg.219]


See other pages where Dynamic propagation stress intensity factor is mentioned: [Pg.109]    [Pg.109]    [Pg.93]    [Pg.1366]    [Pg.170]    [Pg.94]    [Pg.107]    [Pg.107]    [Pg.120]    [Pg.177]    [Pg.184]    [Pg.207]    [Pg.208]    [Pg.40]    [Pg.114]    [Pg.334]    [Pg.1399]    [Pg.74]    [Pg.120]    [Pg.25]    [Pg.201]   
See also in sourсe #XX -- [ Pg.139 , Pg.142 ]




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