Coupled static and dynamic buckling modelling of thin – walled structures in elastic range review of selected problems
Artykuł w czasopiśmie
MNiSW
14
Lista B
| Status: | |
| Autorzy: | Kołakowski Zbigniew, Teter Andrzej |
| Rok wydania: | 2016 |
| Wersja dokumentu: | Drukowana | Elektroniczna |
| Język: | angielski |
| Numer czasopisma: | 2 |
| Wolumen/Tom: | 10 |
| Strony: | 141 - 149 |
| Web of Science® Times Cited: | 22 |
| Scopus® Cytowania: | 22 |
| Bazy: | Web of Science | Scopus |
| Efekt badań statutowych | NIE |
| Materiał konferencyjny: | NIE |
| Publikacja OA: | TAK |
| Licencja: | |
| Sposób udostępnienia: | Witryna wydawcy |
| Wersja tekstu: | Ostateczna wersja opublikowana |
| Czas opublikowania: | W momencie opublikowania |
| Data opublikowania w OA: | 8 czerwca 2016 |
| Abstrakty: | angielski |
| A review of papers that investigate the static and dynamic coupled buckling and post - buckling behaviour of thin - walled stru c- tures is carried out. The problem of static coupled buckling is sufficiently well - recognized. The analysis of dynamic intera ctive buckling is limited in practice to columns, single plates and shells. The applications of finite element method (FEM) or/and analytical - numerical method (ANM) to solve interaction buckling problems are on - going. In Poland, the team of scientists from the Department of Strength of Materials, Lodz University of Technology and co - workers developed the analytical - numerical method. This method allows to determine static buckling stresses, natural frequencies, coefficients of the equation describing the pos t - buckling equilibrium path and dynamic r e sponse of the plate structure subjected to compression load and/or bending moment. Using the dynamic buckling criteria, it is possible to determine the d y namic critical load. They presented a lot of interesting res ults for problems of the static and dynamic coupled buckling of thin - walled plate structures with complex shapes of cross - sections, including an interaction of component plates. The most important a d vantage of presen t ed analytical - numerical method is that it enables to describe all buckling modes and the post - buckling beha v iours of thin - walled columns made of different materials. Thin isotropic, orthotropic or laminate structures were considered. |
