Abstract
A unified method for postbuckling analysis of trusses subjected to large deformations has been developed. Geometric and material nonlinearities are taken into account. The analysis is carried by solving the nonlinear equilibrium equations directedly using Newton-Raphson and the modified Newton-Raphson methods. The numerical results indicate that geometric and material nonlinear response is indeed significant.
| Original language | English (US) |
|---|---|
| Title of host publication | American Society of Mechanical Engineers, Petroleum Division (Publication) PD |
| Editors | B.D. Czejdo, I.I. Esat, B. Trousse, B. Shirazi |
| Place of Publication | New York, NY, United States |
| Publisher | ASME |
| Pages | 257-277 |
| Number of pages | 21 |
| Volume | 81 |
| Edition | 9 |
| State | Published - 1996 |
| Event | Proceedings of the 1996 3rd Biennial Joint Conference on Engineering Systems Design and Analysis, ESDA. Part 7 (of 9) - Montpellier, Fr Duration: Jul 1 1996 → Jul 4 1996 |
Other
| Other | Proceedings of the 1996 3rd Biennial Joint Conference on Engineering Systems Design and Analysis, ESDA. Part 7 (of 9) |
|---|---|
| City | Montpellier, Fr |
| Period | 7/1/96 → 7/4/96 |
ASJC Scopus subject areas
- Geology
- Geotechnical Engineering and Engineering Geology