XFEM Simulation of Soil Crack Evolution Process Considering the Stress Concentration and Redistribution at the Crack Tip

Author:

Yu Peng1ORCID,Wang Xiangnan2ORCID,Yu Jialin3,Yu Yuzhen4,Lv He5

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Hydroscience and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. ORCID: .

2. Assistant Research Fellow, State Key Laboratory of Hydroscience and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). ORCID: .

3. Senior Engineer, China Renewable Energy Engineering Institute, Beijing 100120, China.

4. Professor, State Key Laboratory of Hydroscience and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China.

5. Senior Engineer, State Key Laboratory of Hydroscience and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference22 articles.

1. Element-free Galerkin methods

2. Cundall, P. 1991. “Shear band initiation and evolution in frictional materials.” In Proc., Mechanics Computing in 1990’s and Beyond, 1279–1283. Reston, VA: ASCE.

3. Extended finite element method for the analysis of discontinuities in rock masses;Deb D.;Geotech. Geol. Eng.,2010

4. Jiang, H., and M. Xu. 2014. “DEM simulation of shearing rockfills along different stress paths.” In Geo-Shanghai 2014: Soil behavior and geomechanics, Geotechnical Special Publication 236, edited by X. Zhang, J. Chu, and R. Bulut, 456–464. Reston, VA: ASCE.

5. Adaptive refinement of unstructured finite-element meshes;Jones M. T.;Finite Elem. Anal. Des.,1997

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