Finite Elements of the Plane Problem of the Theory of Elasticity with Drilling Degrees of Freedom
Author(s): |
Виктор Карпиловский
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Medium: | journal article |
Language(s): | Russian |
Published in: | International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, 20 May 2020, n. 1, v. 16 |
Page(s): | 48-72 |
DOI: | 10.22337/2587-9618-2020-16-1-48-72 |
Abstract: |
Twelve new finite elements with drilling degrees of freedom have been developed: triangular and quadrangular elements based on a modified hypothesis about the value of approximating functions on the sides of the element, which made it possible to avoid dimensional instability when all rotation angles are zero; incompatible and compatible triangular and quadrangular elements which can have additional nodes on the sides. Approximating functions satisfy the following condition: the value of the rotational degree of freedom of a node is nonzero and equal to one only for one of them. Numerical examples illustrate estimated minimum orders of convergence for displacements and stresses. All created elements retain the existing symmetry of the design models. |
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10422671 - Published on:
26/05/2020 - Last updated on:
26/05/2020