Thermoelastodynamic disturbances in a half-space under the action of a buried thermal/mechanical line source
The transient dynamic coupled-thermoelasticity problem of a half-space under the action of a buried thermal/mechanical source is analyzed here. This situation aims primarily at modeling underground explosions and impulsively applied heat loadings near a boundary. Also, the present basic analysis may...
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| Vydáno v: | International journal of solids and structures Ročník 36; číslo 24; s. 3639 - 3660 |
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| Hlavní autoři: | , , |
| Médium: | Journal Article |
| Jazyk: | angličtina |
| Vydáno: |
Oxford
Elsevier Ltd
01.08.1999
Elsevier Science |
| Témata: | |
| ISSN: | 0020-7683, 1879-2146 |
| On-line přístup: | Získat plný text |
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| Shrnutí: | The transient dynamic coupled-thermoelasticity problem of a half-space under the action of a buried thermal/mechanical source is analyzed here. This situation aims primarily at modeling underground explosions and impulsively applied heat loadings near a boundary. Also, the present basic analysis may yield the necessary field quantities required to apply the Boundary Element Method in more complicated thermoelastodynamic problems involving half-plane domains. A material response for the half-space predicted by Biots thermoelasticity theory is assumed in an effort to give a formulation of the problem as general as possible (within the confines of a linear theory) . The loading consists of a concentrated thermal source and a concentrated force (mechanical source) having arbitrary direction with respect to the half-plane surface. Both thermal and mechanical line sources are situated at the same location in a fixed distance from the surface. Plane-strain conditions are assumed to prevail. Our problem can be viewed as a generalization of the classical Nakano–Lapwood–Garvin problem and its recent versions due to
Payton (1968) and
Tsai and Ma (1991) . The initial/boundary value problem is attacked with one- and two-sided Laplace transforms to suppress, respectively, the time variable and the horizontal space variable. A 9×9 system of linear equations arises in the double transformed domain and its exact solution is obtained by employing a program of symbolic manipulations. From this solution the two-sided Laplace transform inversion is then obtained exactly through contour integration. The one-sided Laplace transform inversion for the vertical displacement at the surface is obtained here asymptotically for long times and numerically for short times. |
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| ISSN: | 0020-7683 1879-2146 |
| DOI: | 10.1016/S0020-7683(98)00168-1 |