Abstract
A smeared laminate displacement model is presented for the static analysis of simply supported composite beams under transverse load. The model is based on an assumed displacement field that is improved successively through iteration. The updated displacement field is determined from the stress distribution calculated in the previous iteration. Solutions obtained using the iterative approach agree with exact solutions derived from 2-D elasticity theory.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 3117-3125 |
| Number of pages | 9 |
| Journal | Collection of Technical Papers - AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference |
| Volume | 5 |
| DOIs | |
| State | Published - 1995 |
| Event | Proceedings of the 36th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and AIAA/ASME Adaptive Structures Forum. Part 1 (of 5) - New Orleans, LA, USA Duration: Apr 10 1995 → Apr 13 1995 |
All Science Journal Classification (ASJC) codes
- Architecture
- General Materials Science
- Aerospace Engineering
- Mechanics of Materials
- Mechanical Engineering