Premium
A dilatancy model of tensile macrocracks in compressed rock
Author(s) -
Никитин,
Odintsev
Publication year - 1999
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 - 10.1046/j.1460-2695.1999.00232.x
Subject(s) - materials science , dilatant , compression (physics) , ultimate tensile strength , fracture (geology) , nucleation , brittleness , composite material , tension (geology) , fracture mechanics , plane stress , mechanics , geotechnical engineering , structural engineering , geology , engineering , thermodynamics , finite element method , physics
A model is developed for tensile fracture under compression for a brittle material with microcracks. The final stage of failure with the formation of macroscopic‐splitting cracks is considered. Pre‐existing microcracks act as a converter of compression into tension in one direction. This results in the nucleation of other tensile microcracks. Rupture of spacings between the microcracks generates a mode I macrocrack parallel to the direction of maximum compression. Crack propagation is due to sliding along planes that are inclined to the compression microcrack surfaces and is stimulated by the forces distributed along the interacting macrocrack surfaces. Equilibrium, stability and growth of cracks are studied on the basis of the theory of fracture mechanics under the assumption of the plane strain state. The behaviour of both short and long macrocracks are analysed. Parameters of the model are evaluated with the help of data from fracture experiments on some rocks.