Discontinuous deformation analysis (DDA) is an efficient algorithm for calculating block system deformation and displacement. Citing Newmark integration in the structural dynamic differential equation and considering inertia force and damping force computation
DDA source code is improved so as to optimize adaptive step size. The convergence rates of linear acceleration method
constant acceleration method and average acceleration method in Newmark integration are investigated by comparative analysis; the principle of adding or deleting non-balance force is introduced; and a scheme is given to control the error range. Using the improved DDA method to simulate a coal and gas outburst during a coal seam excavating
the results have a good match with the investigation data. The improved DDA method with adaptive step size can provide a new way to deal with the dynamic calculation for block system.
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
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
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