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Experimental and numerical studies on dynamic crack growth in layered slate rock under wedge impact loads: part II – non‐plane strain problem
Author(s) -
ALAM M. R.,
MUNASWAMY K.,
SWAMIDAS A. S. J.
Publication year - 2007
Publication title -
fatigue and fracture of engineering materials and structures
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.887
H-Index - 84
eISSN - 1460-2695
pISSN - 8756-758X
DOI - 10.1111/j.1460-2695.2007.01163.x
Subject(s) - wedge (geometry) , slab , structural engineering , stress intensity factor , parabola , plane stress , actuator , fracture mechanics , geology , engineering , materials science , geotechnical engineering , mathematics , geometry , finite element method , electrical engineering
Dynamic crack propagation in non‐plane strain (or 3D) slate blocks under wedge impact loads was investigated numerically in this part of the paper. A parabolic‐shaped crack trajectory was taken into consideration to model the crack propagation in slate blocks for analyzing the impact splitting of layered slate rock. Major and minor axes of the parabola were determined from the condition of equal mode I stress intensity factors (SIFs) along the crack front. Mode I SIFs were determined for experimental breaking loads for each increment of crack growth in a manner similar to that mentioned in part I of this paper. These values were compared with the plane strain material fracture toughness value obtained from experimental studies and very good agreement was obtained between them, for the case of actual load applied on the specimen. Numerical analysis of a field problem, i.e., separation of a large‐sized slate slab from the rock strata in a slate quarry using wedge impacting, was also carried out in this paper. It can be observed that a large magnitude of load is required to break large‐sized slate blocks; but this load is applied through a number of smaller load‐capacity actuators‐in‐parallel, requiring large power capacity for the hydraulic pumps. However, this required power could be reduced considerably if the load applied on the line of hydraulic actuators is cascaded across the (line of) actuators (starting from centrally placed actuators) with a small time delay (equal to the initial crushing time in slate rock).