Abstract
This paper concerns the propagation of impact-generated tensile waves in a one-dimensional bar made of a kind of phase-transforming materials, for which the stress-strain curve changes from concave to convex as the strain increases. We use the fully nonlinear curve instead of approximating it by a tri-linear curve as often used in literature. The governing system of partial differential equations is quasi-linear and hyperbolic-elliptic. It is well known that the standard form of the initial-boundary value problem corresponding to impact is not well-posed at all levels of loading. In this paper, we describe in detail the propagation of impact-induced tensile waves for all levels. In particular, by means of the uniqueness condition on phase boundary derived recently, we construct a physical solution of the initial-boundary value problem mentioned above, and analyze the geometrical structure and behavior of the physical solution. © 2005 Elsevier B.V. All rights reserved.
| Original language | English |
|---|---|
| Pages (from-to) | 57-73 |
| Journal | Journal of Computational and Applied Mathematics |
| Volume | 190 |
| Issue number | 1-2 |
| DOIs | |
| Publication status | Published - 1 Jun 2006 |
| Event | International Conference on Mathematics and its Application - Duration: 28 May 2004 → 31 May 2004 |
Research Keywords
- Centered rarefaction wave
- Impact-induced tensile wave
- Phase boundary
- Phase-transforming material
- Shock wave
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