The simulation technique of materials’ failure has a great influence on the validity of the results. Based on the knowledge of materials’ failure criterion
two easily-overlooked issues in numerical simulation are put forward
which include elements’ erosion and inner contact after erosion during the numerical computation. With the background of cylindrical specimen’s failure test under compression loads and rock tunnel’s collapse test
the influence of the two issues on materials’ fracture are evaluated. Theoretical analysis and numerical computation indicate that
by defining constrained node set with failure and inner contact condition
the failure problem of materials and media can be properly simulated
such as the rock tunnel’s collapse
etc
the erosion algorithm for severe distorted elements has obvious imperfection.
Deformation and failure process analysis of rectangular roadway in muddy weakly cemented soft rock strata
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Related Author
LI Ting-chun
LU Zhen
LIU Jian-zhang
MA Xu-qiang
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
Related Institution
Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology