On the Stability of Perfect Viscoelastic Columns
โ Scribed by U.S. Shirahatti; S.C. Sinha
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 409 KB
- Volume
- 174
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
The stability problem associated with an Euler-Bernouli beam made of an arbitrary linear viscoelastic material is formulated. The three parameter and the Kelvin-Voigt models are analyzed in the presence of constant as well as periodic loads. The application of a finite time stability concept is shown for the constant loading case when the traditional stability criterion fails to make sense. For the case of a periodic loading, the stability diagrams are obtained through an application of Floquet theory. It is found that the addition of periodic loads may significantly alter the stability behavior of a column which is originally subjected to a constant load only.
๐ SIMILAR VOLUMES
This paper is concerned with the problem of the stability of the motion of viscoelastic columns subjected to a longitudinal force. This force is a random wide-band stationary process. The relaxation kernels of the column's material are represented by the sums of exponents. The column is simply suppo
The life expectancy and resistance to flow, pressure shocks, solvent gradients, and bending of packed fused silica capillary columns (Micro-LC) are discussed. ## 2 Instrumentation Chromatographic measurements were carried out on a Varian 5020 (Varian Associates, Walnut Creek, CA, USA) and on a Per
## Abstract In this paper the correspondence principle is used to reduce the equations of viscoelasticity to the equations of elasticity by means of a Laplace transform. The finite element technique is used to approximate these equations in Laplace transform space. The approximating equations are