Iv. Rokach, MODAL APPROACH FOR PROCESSING ONE-POINT AND 3-POINT BEND TEST DATA FOR DSIF-TIME DIAGRAM DETERMINATION - PART II - CALCULATIONS AND RESULTS, Fatigue & fracture of engineering materials & structures, 21(8), 1998, pp. 1015-1026
In Part I of this paper, using the modal superposition method, equatio
ns for dynamic SIF calculations are derived for an arbitrary linear mo
del of an impact bend specimen. In this paper (Part II), modal paramet
ers and other data which are necessary for the DSIF determination have
been calculated for three types of specimen model: the Euler-Bernoull
i beam model, and two- (2D) and three-dimensional (3D) solid models. F
or the latter two cases, calculations were performed using the finite
element program ADINA. Results for the 2D model of the specimen were f
itted by polynomials for a wide range of specimen geometry parameters
and Poisson's ratio values. Considerable differences were observed bet
ween the beam model parameters and the 2D or 3D ones. The differences
in results for the 2D and 3D models are small and mainly connected wit
h non-uniformity of the SIF distribution along the front of a through-
crack in the 3D solid. Results of processing one- and three-point bend
test data reported in the literature are presented. Numerical DSIF va
lues are compared with the experimental ones.