Automatic digital-numerical integrated analysis by the image-based meshless method

被引:3
作者
Han, Lin [1 ]
Cai, Yongchang [1 ]
机构
[1] Tongji Univ, Coll Civil Engn, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
关键词
Digital-numerical integrated analysis; Meshless method; Image-based analysis; Slope stability analysis; CRACK-PROPAGATION; ELEMENT-METHOD; GENERATION; DISCONTINUITIES; HOMOGENIZATION; INTERPOLATION; SIMULATION; STRESS; MESHES; CITY;
D O I
10.1016/j.enganabound.2020.07.005
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper takes advantage of the digital images exported from the digital visualization models of geotechnical engineering and the meshless method based on Shepard function and Partition of Unity (MSPU) to develop a new solution for the automatic digital-numerical integrated analysis. The proposed method fully utilizes the information of pixels to substitute geometric models with digital images, which avoids complex and time-consuming computational geometry in conventional pre-processing procedure. A regular and structured mesh is adopted to cover the digital image and the central points of the rectangular elements are taken as the interpolation nodes to discrete the analysis domain. The paper introduces in detail the formulation of the corresponding MSPU interpolation, the treatments of interfaces between materials and the imposition of the displacement boundary conditions. The method possesses the merits of concise formulation, simple numerical implementation and high automation. The proposed method can reduce the high requirements to computational mechanics and professional numerical modeling skills for geotechnical engineers, and provide a new convenient means for automatic numerical analysis based on digital information model. Numerical examples including representative elastic problems and slope stability analysis indicate the high accuracy and wide prospect of the proposed method.
引用
收藏
页码:44 / 58
页数:15
相关论文
共 43 条
[1]   A new way to treat material discontinuities in the numerical manifold method [J].
An, Xinmei ;
Ma, Guowei ;
Cai, Yongchang ;
Zhu, Hehua .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2011, 200 (47-48) :3296-3308
[2]   ELEMENT-FREE GALERKIN METHODS [J].
BELYTSCHKO, T ;
LU, YY ;
GU, L .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (02) :229-256
[3]   Meshless methods: An overview and recent developments [J].
Belytschko, T ;
Krongauz, Y ;
Organ, D ;
Fleming, M ;
Krysl, P .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1996, 139 (1-4) :3-47
[4]   Automated conformal hexahedral meshing constraints, challenges and opportunities [J].
Blacker, T .
ENGINEERING WITH COMPUTERS, 2001, 17 (03) :201-210
[5]   Meshless method based on Shepard function and partition of unity for two-dimensional crack problems [J].
Cai, Yongchang ;
Han, Lin ;
Tian, Longgang ;
Zhang, Lianyang .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2016, 65 :126-135
[6]   Geological modelling from field data and geological knowledge Part I. Modelling method coupling 3D potential-field interpolation and geological rules [J].
Calcagno, P. ;
Chiles, J. P. ;
Courrioux, G. ;
Guillen, A. .
PHYSICS OF THE EARTH AND PLANETARY INTERIORS, 2008, 171 (1-4) :147-157
[7]  
Cook R.D., 1981, CONCEPTS APPL FINITE
[8]   3D GIS Supporting Underground Urbanisation in the City of Turin (Italy) [J].
de Rienzo, Francesca ;
Oreste, Pierpaolo ;
Pelizza, Sebastiano .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2009, 27 (04) :539-547
[9]  
Döllner J, 2008, PROC MONOGR ENG WATE, P157
[10]  
Donald IB, 1992, P 6 INT S LANDSLIDES, V3, P1665