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Energetic Convergence of a New Hybrid Mixed Finite Element

机译:新型混合有限元的能量收敛

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This paper presents a new hybrid double mixed stress (4f-HMS) model, for the static analysis of isotropic plane structures, in which it is assumed a physically and geometrically linear behaviour. The main improvement of this model is, it approximates independently the three most important fields in the domain, more specifically the strain field, the stress field and the displacement field of each element. The displacements along the static boundary, considered to include inter-element boundaries, are also directly approximated. For the approximation functions in the space domain, a complete set of orthonormal Legendre polynomials are used. The adoption of these functions enables the use of analytical closed form solutions, for the computation of all linear structural operators, and leads to the development of very effective p- refinement procedures. The model being discussed is tested in terms of convergence capabilities using classical elastic strain energy and other common variables, in which the monotonic convergence is tested. To validate the model and to illustrate its potential, several numerical examples are discussed and comparisons are made, with solutions obtained using analytical results and other known finite element formulations.
机译:本文提出了一种新的混合双混合应力(4f-HMS)模型,用于各向同性平面结构的静态分析,其中假设其为物理和几何线性行为。该模型的主要改进是,它独立地估计了该域中三个最重要的场,更具体地说是每个单元的应变场,应力场和位移场。沿静态边界的位移(被认为包括元素间边界)也可以直接近似。对于空间域中的逼近函数,使用了一整套正交的勒让德多项式。这些函数的采用使得能够使用解析闭合形式解来计算所有线性结构算子,并导致开发出非常有效的p精简程序。使用经典弹性应变能和其他常见变量,根据收敛能力对正在讨论的模型进行了测试,其中测试了单调收敛。为了验证模型并说明其潜力,我们讨论了几个数值示例,并进行了比较,并使用了分析结果和其他已知的有限元公式获得了解决方案。

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