Abstract
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.
| Original language | English |
|---|---|
| Pages (from-to) | 3-10 |
| Number of pages | 8 |
| Journal | Journal of the International Association for Shell and Spatial Structures |
| Volume | 34 |
| Issue number | 111 |
| State | Published - Apr 1993 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Arts and Humanities (miscellaneous)
- Mechanical Engineering