Content
Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 2 doi: 10.1007/s11709-012-0151-0
Application of the expanded distinct element method for the study of crack growth in rock-like materials under uniaxial compression
1. Graduate School of Science and Technology, Nagasaki University, Nagasaki 852-8521, Japan; 2. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, China; 3. Graduate School of Engineering, Nagasaki University, Nagasaki 852-8521, Japan
Abstract
Keywords
expanded distinct element method (EDEM) ; crack growth ; rock-like material ; tensile-shear failure criterion ; Griffith failure criterion ; mechanical and failure behavior
Content