A hexahedron element formulation with a new multi-resolution analysis

被引:2
作者
Xia YiMing [1 ]
Chen ShaoLin [1 ]
机构
[1] Nanjing Univ Aeronaut & Astronaut, Dept Civil Engn, Nanjing 210016, Jiangsu, Peoples R China
来源
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY | 2015年 / 58卷 / 01期
基金
中国国家自然科学基金;
关键词
hexahedron element; multiresolution analysis (MRA); resolution level (RL); basic node shape function; mutually nesting displacement subspace sequence; scaling and shifting;
D O I
10.1007/s11433-014-5425-1
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
A multiresolution hexahedron element is presented with a new multiresolution analysis (MRA) framework. The MRA framework is formulated out of a mutually nesting displacement subspace sequence, whose basis functions are constructed of scaling and shifting on element domain of a basic node shape function. The basic node shape function is constructed from shifting to other seven quadrants around a specific node of a basic isoparametric element in one quadrant and joining the corresponding node shape functions of eight elements at the specific node. The MRA endows the proposed element with the resolution level (RL) to adjust structural analysis accuracy. As a result, the traditional 8-node hexahedron element is a monoresolution one and also a special case of the proposed element. The meshing for the monoresolution finite element model is based on the empiricism while the RL adjusting for the multiresolution is laid on the solid mathematical basis. The simplicity and clarity of shape function construction with the Kronecker delta property and the rational MRA enable the proposed element method to be more rational, easier and efficient in its implementation than the conventional mono-resolution solid element method or other MRA methods. The multiresolution hexahedron element method is more adapted to dealing with the accurate computation of structural problems.
引用
收藏
页码:1 / 10
页数:10
相关论文
共 19 条
[1]   Second-order accurate integration algorithms for von-Mises plasticity with a nonlinear kinematic hardening mechanism [J].
Artioli, E. ;
Auricchio, F. ;
Beirao da Veiga, L. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2007, 196 (9-12) :1827-1846
[2]  
Cohen A., 2003, NUMERICAL ANAL WAVEL, P43
[3]   SHEAR COEFFICIENT IN TIMOSHENKOS BEAM THEORY [J].
COWPER, GR .
JOURNAL OF APPLIED MECHANICS, 1966, 33 (02) :335-&
[4]  
Fagerstrm M., 2006, Int J Numer Methods Eng, V76, P1328
[5]   Genetic evolution of nonlinear material constitutive models [J].
Feng, XT ;
Yang, CX .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2001, 190 (45) :5957-5973
[6]  
He Z J, 2006, THEORY ENG APPL WAVE, P171
[7]  
Huang T.C., 1961, J APPL MECH, V28, P579
[8]  
Jager P, 2006, INT J NUMER METH ENG, V66, P911
[9]   Adaptive reproducing kernel particle method using gradient indicator for elasto-plastic deformation [J].
Liu, H. S. ;
Fu, M. W. .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2013, 37 (02) :280-292
[10]   Analysis of building collapse under blast loads [J].
Luccioni, BM ;
Ambrosini, RD ;
Danesi, RF .
ENGINEERING STRUCTURES, 2004, 26 (01) :63-71