نتایج جستجو برای: quadrilateral elements

تعداد نتایج: 278041  

2010
YUNKYONG HYON DO Y. KWAK

In this paper, we introduce a new family of mixed finite element spaces of higher order (k ≥ 1) on general quadrilateral grids. A typical element has two fewer degrees of freedom than the well-known RaviartThomas finite element RT[k], yet enjoys an optimal-order approximation for the velocity in L 2-norm. The order of approximation in the divergence norm is one less than the velocity, as is com...

Journal: :SIAM J. Numerical Analysis 2005
Douglas N. Arnold Daniele Boffi Richard S. Falk

We consider the approximation properties of quadrilateral finite element spaces of vector fields defined by the Piola transform, extending results previously obtained for scalar approximation. The finite element spaces are constructed starting with a given finite dimensional space of vector fields on a square reference element, which is then transformed to a space of vector fields on each conve...

Journal: :SIAM J. Numerical Analysis 2003
Chunjae Park Dongwoo Sheen

A P1-nonconforming quadrilateral finite element is introduced for second-order elliptic problems in two dimensions. Unlike the usual quadrilateral nonconforming finite elements, which contain quadratic polynomials or polynomials of degree greater than 2, our element consists of only piecewise linear polynomials that are continuous at the midpoints of edges. One of the benefits of using our elem...

2005
G. P. Nikishkov

This article presents special quadrilateral quadratic refinement elements, which provide geometry and field continuity across Tjunctions where two elements are connected to one side of a larger quadrilateral. The main idea in element refinement is to place one or more nodes outside the element area and to modify element shape functions in order to maintain continuity at refinement edges. Specia...

Journal: :Math. Comput. 2002
Douglas N. Arnold Daniele Boffi Richard S. Falk

We consider the approximation properties of finite element spaces on quadrilateral meshes. The finite element spaces are constructed starting with a given finite dimensional space of functions on a square reference element, which is then transformed to a space of functions on each convex quadrilateral element via a bilinear isomorphism of the square onto the element. It is known that for affine...

Journal: :civil engineering infrastructures journal 0
mohammad rezaiee-pajand professor, civil engineering department, ferdowsi university of mashhad, mashhad, iran majid yaghoobi ph.d. candidate, civil engineering department, ferdowsi university of mashhad, mashhad, iran

in this paper, two new quadrilateral elements are formulated to solve plane problems. low sensitivity to geometric distortion, no parasitic shear error, rotational invariance, and satisfying the felippa pure bending test are characteristics of these suggested elements. one proposed element is formulated by establishing equilibrium equations for the second-order strain field. the other suggested...

Journal: :Journal of Computational and Applied Mathematics 2017

Journal: :Advances in Computational Mathematics 2021

Abstract We present a novel family of C 1 quadrilateral finite elements, which define global spaces over general mesh with vertices arbitrary valency. The elements extend the construction by Brenner and Sung (J. Sci. Comput. 22(1-3), 83-118, 2005), is based on polynomial tensor-product degree p ? 6, to all degrees 3. proposed upon multi-patch isogeometric developed in Kapl et al. (Comput. Aided...

In this paper, the finite element analysis of two-dimensional linear viscoelastic problems is performed using quadrilateral complex Fourier elements and, the results are compared with those obtained by quadrilateral classic Lagrange elements. Complex Fourier shape functions contain a shape parameter which is a constant unknown parameter adopted to enhance approximation’s accuracy. Since the iso...

In this paper, two new quadrilateral elements are formulated to solve plane problems. Low sensitivity to geometric distortion, no parasitic shear error, rotational invariance, and satisfying the Felippa pure bending test are characteristics of these suggested elements. One proposed element is formulated by establishing equilibrium equations for the second-order strain field. The other suggested...

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