The extended finite element method (XFEM) is proposed for discontinuous problems. It is widely used to solve discontinuous problems due to the independence of computational meshes and discontinuous interfaces. Therefore
the preprocessing that transforms discontinuous interfaces and computational meshes geometry information to topological information becomes precondition of this method. According to the application of two-dimensional XFEM to discontinuous rock masses problems
generation of mesh and topological information of elements are studied. Two-dimensional preprocessing program is developed according to the algorithm of automatic generation of topological information. The geometry information of interfaces and meshes is converted to topological information which is needed in the computation. The results demonstrate the applicability and correctness of the program. In addition
the promising potential of the XFEM application to discontinuous rock masses problems is proved
Modeling initiation and propagation of main and secondary cracks of rock under combined compression and shear loading using extended finite element method
Analysis of multiple crack growth using extended finite element method
Application of extended finite element method to study crack propagation problems of orthotropic rock mass
Determination of enrichment type of node in extended finite element method
Influence of hydraulic fracturing on natural fracture in rock mass
Related Author
SHEN Xiao-ming
LI Xi-ru
GAO Feng
SHI Fang
YU Tian-tang
SHI Lu-yang
YANG Yu-gui
GONG Zhi-wei
Related Institution
State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology
School of Mechanics & Civil Engineering, China University of Mining and Technology
Department of Engineering Mechanics, Hohai University
Department of Engineering Mechanics, College of Mechanics and Materials, Hohai University
Department of Engineering Mechanics, North China University of Water Resources and Electric Power