A method for creating a class of triangular C1 finite elements

被引:12
|
作者
Papanicolopulos, S. -A. [1 ]
Zervos, A. [2 ]
机构
[1] Natl Tech Univ Athens, Dept Mech, Sch Appl Math & Phys Sci, Zografos 15773, Greece
[2] Univ Southampton, Fac Engn & Environm, Southampton, Hants, England
基金
欧洲研究理事会;
关键词
finite element methods; C1; element; triangular element; gradient elasticity; GRADIENT ELASTICITY;
D O I
10.1002/nme.3296
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Finite elements providing a C-1 continuous interpolation are useful in the numerical solution of problems where the underlying partial differential equation is of fourth order, such as beam and plate bending and deformation of strain-gradient-dependent materials. Although a few C-1 elements have been presented in the literature, their development has largely been heuristic, rather than the result of a rational design to a predetermined set of desirable element properties. Therefore, a general procedure for developing C-1 elements with particular desired properties is still lacking. This paper presents a methodology by which C-1 elements, such as the TUBA 3 element proposed by Argyris et al., can be constructed. In this method (which, to the best of our knowledge, is the first one of its kind), a class of finite elements is first constructed by requiring a polynomial interpolation and prescribing the geometry, the location of the nodes and the possible types of nodal DOFs. A set of necessary conditions is then imposed to obtain appropriate interpolations. Generic procedures are presented, which determine whether a given potential member of the element class meets the necessary conditions. The behaviour of the resulting elements is checked numerically using a benchmark problem in strain- gradient elasticity. Copyright (C) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:1437 / 1450
页数:14
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