Resumen
Analysis of axisymmetric, isotropic general shells subjected to thermal loading is accomplished by the introduction of an iterative numerical method. The formulation is based on thin elastic shell theory. One dimensional finite difference points are used to discretize the shell into strips along the meridian, and an iterative technique is then employed to determine the displacements.
| Idioma original | English |
|---|---|
| Páginas (desde-hasta) | 3-10 |
| Número de páginas | 8 |
| Publicación | Journal of the International Association for Shell and Spatial Structures |
| Volumen | 34 |
| N.º | 111 |
| Estado | Published - abr 1993 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Arts and Humanities (miscellaneous)
- Mechanical Engineering
Huella
Profundice en los temas de investigación de 'Stresses in axisymmetric general shells subjected to thermal gradients'. En conjunto forman una huella única.Citar esto
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