Issue 37
M. Mokhtarishirazbad et alii, Frattura ed Integrità Strutturale, 37 (2016) 114-123; DOI: 10.3221/IGF-ESIS37.16 118 P ROCESSING OF DISPLACEMENT INFORMATION isplacement data ahead of the crack was measured by using DIC. The obtained displacement data was then fitted into Williams' series [29, 30]: 2 1 2 1 ( 4) ( 1) cos cos 2 2 2 2 2 ( 4 ) ( 1) sin sin 2 2 2 2 2 n n I n n n n I n n n r n n n u a ModeI n r n n n v a (1) and, 1 2 1 2 2 )4 ( cos 2 2 cos )1( 2 2 2 )4 ( sin 2 2 sin )1( 2 2 n n n n II n n n n II n n n n b r v n n n n b r u ModeII (2) where u I and v I are horizontal and vertical displacements in mode I respectively, u II and v II are horizontal and vertical displacements in mode II respectively, is the shear modulus, (3 ) / (1 ) for plane stress and for plane strain condition, is the Poisson’s ratio, r and θ are polar coordinates with the crack-tip being the origin of coordinates, and a and b are constants. Eqs. 1 and 2 can be written in terms of the SIFs and T-stress as follows: 2 2 cos ( 1 2sin ) sin ( 1 2cos ) ( 1)cos 2 2 2 2 2 2 2 2 8 I II K K r r T u r (3) 2 2 sin ( 1 2cos ) cos ( 1 2cos ) ( 3)sin 2 2 2 2 2 2 2 2 8 I II K K r r T v r (4) by using 1 2 I K a , 1 2 II K b , 2 4 T a (5) where K I and K II are mode I and II of SIF respectively and T represents T-stress. Having employed a post processing routine, the crack opening displacement, COD, has been determined at various distances behind crack-tip. COD was determined as follows: 2 2 2 2 ( ) bot bot top top COD x u v u v (6) Where u and v are the horizontal and vertical displacement respectively, and x is the distance of the extensometer behind the crack-tip. The subscripts “top” and “bot” refer to the position of the virtual extensometer points relative to the crack line. D
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