Application of Meshless Local Petrov-Galerkin (MLPG) Method to Three Dimensional Elasto-Plastic Problems Based on Deformation Theory of Plasticity

被引:0
作者
Mojdehi, A. Rezaei [1 ,2 ]
Darvizeh, A. [3 ]
Basti, A. [2 ]
机构
[1] Niroo Res Inst, Wind Turbines Technol Dev Ctr, Tehran, Iran
[2] Univ Guilan, Fac Engn, Dept Mech Engn, Guilan, Iran
[3] Islamic Azad Univ, Fac Engn, Dept Mech Engn, Anzali Branch, Bandar E Anzali, Iran
来源
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES | 2011年 / 77卷 / 01期
关键词
Meshless Local Petrov-Galerkin method; Elasto-Plastic Analysis; Hencky's Total Deformation Theory; Three Dimensional Moving Least Square approximation; HIGHER-ORDER SHEAR; MATERIAL NONLINEAR PROBLEMS; FUNCTIONALLY GRADED PLATES; FINITE-ELEMENT; DYNAMIC-ANALYSIS; THICK; FORMULATION; SOLIDS; BEAMS; CRACK;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, a meshless method based on the local petrov-galerkin approach is proposed for the three dimensional (3D) elasto-plastic problems. Galerkin weak-form formulation is applied to derive the discrete governing equations. A weak formulation for the set of governing equations is transformed into local integral equations on local sub-domains by using a unit test function. Nodal points are distributed in the 3D analyzed domain and each node is surrounded by a cubic subdomain to which a local integral equation is applied. Three dimensional Moving Least-Square (MLS) approximation is used as shape function to approximate the field variable of scattered nodes in the problem domain. Hencky's total deformation theory is used to define effective elastic material parameters, which are treated as spatial field variables and considered as functions of the equilibrium stress state and material properties. These effective material parameters are obtained in an iterative process. Several example problems are presented to illustrate the effectiveness of the numerical approach.
引用
收藏
页码:1 / 31
页数:31
相关论文
共 62 条
[1]  
[Anonymous], 2000, FINITE ELEMENT METHO
[2]  
Atluri S.N., 2002, MESHLESS LOCAL PETRO
[3]   Analysis of thin beams, using the meshless local Petrov-Galerkin method, with generalized moving least squares interpolations [J].
Atluri, SN ;
Cho, JY ;
Kim, HG .
COMPUTATIONAL MECHANICS, 1999, 24 (05) :334-347
[4]   The meshless local Petrov-Galerkin (MLPG) approach for solving problems in elasto-statics [J].
Atluri, SN ;
Zhu, TL .
COMPUTATIONAL MECHANICS, 2000, 25 (2-3) :169-179
[5]   A critical assessment of the truly Meshless Local Petrov-Galerkin (MLPG), and Local Boundary Integral Equation (LBIE) methods [J].
Atluri, SN ;
Kim, HG ;
Cho, JY .
COMPUTATIONAL MECHANICS, 1999, 24 (05) :348-372
[6]  
Atluri SN, 2002, CMES-COMP MODEL ENG, V3, P11
[7]   A new meshless local Petrov-Galerkin (MLPG) approach in computational mechanics [J].
Atluri, SN ;
Zhu, T .
COMPUTATIONAL MECHANICS, 1998, 22 (02) :117-127
[8]  
Babuska I, 1997, INT J NUMER METH ENG, V40, P727, DOI 10.1002/(SICI)1097-0207(19970228)40:4<727::AID-NME86>3.0.CO
[9]  
2-N
[10]  
Batra RC, 2002, CMES-COMP MODEL ENG, V3, P717