Abstract
This paper concerns the global structure stability of impact-generated tensile waves in a 1D bar made of a rubber-like material. Because the stress-strain curve changes from concave to convex as the strain increases, the governing quasi-linear system of partial differential equations, though hyperbolic, fails to be 'genuinely non-linear' so that the standard form of the initial-boundary value problem corresponding to impact is not well-posed at all levels of loading. However, Knowles (2002, SIAM J. Appl. Math., 62, 1153-1175) constructed the solutions of the initial-boundary value problem corresponding to impact. Based on this, in this paper we prove the global structure stability of the impact-generated tensile waves constructed by Knowles. The method of the proof is constructive. © The Author 2005. Published by Oxford University Press on behalf of the Institute of Mathematics and its Applications. All rights reserved.
| Original language | English |
|---|---|
| Pages (from-to) | 14-33 |
| Journal | IMA Journal of Applied Mathematics (Institute of Mathematics and Its Applications) |
| Volume | 71 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - Feb 2006 |
Research Keywords
- Genuine non-linearity
- Global structure stability
- Impact
- Kinetic relations
- Rubber
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