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Journal ArticleDOI

Basic features of the time finite element approach for dynamics

Marco Borri, +2 more
- 01 Jun 1992 - 
- Vol. 27, Iss: 2, pp 119-130
TLDR
Very general weak forms may be developed for dynamic systems, the most general being analogous to a Hu-Washizu three-field formulation, thus paralleling well-established weak methods of solid mechanics.
Abstract
Very general weak forms may be developed for dynamic systems, the most general being analogous to a Hu-Washizu three-field formulation, thus paralleling well-established weak methods of solid mechanics. In this work two different formulations are developed: a pure displacement formulation and a two-field mixed formulation. With the objective of developing a thorough understanding of the peculiar features of finite elements in time, the relevant methodologies associated with this approach for dynamics are extensively discussed. After having laid the theoretical bases, the finite element approximation and the linearization of the resulting forms are developed, together with a method for the treatment of holonomic and nonholonomic constraints, thus widening the horizons of applicability over the vast world of multibody system dynamics. With the purpose of enlightening on the peculiar numerical behavior of the different approaches, simple but meaningful examples are illustrated. To this aim, significant parallels with elastostatics are emphasized.

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Citations
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Journal ArticleDOI

A general framework for interpreting time finite element formulations

TL;DR: In this work, an attempt is made at filling the apparent gap existing between the two major approaches evolved in the literature towards formulating space-time finite element methods.
Journal ArticleDOI

Analysis of milling dynamics for simultaneously engaged cutting teeth

TL;DR: In this article, the stability of a milling process with simultaneously engaged teeth was investigated using the Chebyshev collocation method and the state-space TFEA technique.
Journal ArticleDOI

Stability of Delay Equations Written as State Space Models

TL;DR: In this article, a new approach to examine the stability of delay differential equations is described, which builds upon prior work using temporal finite element analysis, and is shown to be more stable than previous approaches.
Journal ArticleDOI

Formulation and analysis of variational methods for time integration of linear elastodynamics

TL;DR: In this article, a general framework for variational formulations of linear elastodynamics is introduced, which originate from the principle of minimum potential energy, the Hellinger-Reissner principle and the Hu-Washizu principle.
Journal ArticleDOI

An intrinsic beam model based on a helicoidal approximation—Part II: Linearization and finite element implementation

TL;DR: In this paper, the Lagrangian finite element for the non-linear static response of space-curved and twisted beams has been proposed, which is based on the helicoidal geometry.
References
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Book

Variational Methods in Elasticity and Plasticity

TL;DR: In this article, the Statique Reference Record was created on 2004-09-07, modified on 2016-08-08, and was used for Elasticite and Plasticite.
Journal ArticleDOI

Stabilization of constraints and integrals of motion in dynamical systems

TL;DR: In this article, it is shown how the analytical relations can be satisfied in a stabilized manner in order to improve the numerical accuracy of the solution of the differential equations, which leads to a modified differential system which is often stable in the sense of Ljapunov.
Book

Dynamics of Nonholonomic Systems

Ju. Neĭmark, +1 more
TL;DR: In this paper, the authors give a comprehensive and systematic exposition of the mechanics of nonholonomic systems, including the kinematics and dynamics of such systems with classical non-holonomic constraints.
Journal ArticleDOI

Finite elements in time and space

TL;DR: In this paper, the idea of finite element discretisation is applied to time dependent dynamic phenomena, where the time is discretised into a set of finite elements which are taken to be the same for all structural elements.
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