Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Buckling and Postbuckling Structures II |
| Untertitel | Experimental, Analytical and Numerical Studies |
| Herausgeber (Verlag) | World Scientific Publishing Co. Pte Ltd |
| Seiten | 147-172 |
| Seitenumfang | 26 |
| ISBN (elektronisch) | 9781786344335 |
| ISBN (Print) | 9781786344328 |
| Publikationsstatus | Veröffentlicht - 13 Feb. 2018 |
Abstract
The capabilities of a reduced-order finite element modelling technique for fast nonlinear buckling analysis of structures under static and dynamic loading are illustrated. The reduction method makes use of a well-established analytical perturbation procedure for static and dynamic buckling analysis. This perturbation approach has in past years been used as the foundation for the development and implementation of reduced-order nonlinear finite element buckling analysis. The essentials of the procedure and two characteristic analysis cases are presented. The application to a basic example of a composite plate under dynamic load illustrates the possibility to extend the approach to dynamic response analysis, and the application to static buckling analysis of a composite cylindrical shell shows the potential of this reduced-order modelling framework to analyze and explain modal interaction effects in the buckling behaviour of imperfection-sensitive shells.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Allgemeiner Maschinenbau
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
Buckling and Postbuckling Structures II: Experimental, Analytical and Numerical Studies. World Scientific Publishing Co. Pte Ltd, 2018. S. 147-172.
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Beitrag in Buch/Sammelwerk › Forschung › Peer-Review
}
TY - CHAP
T1 - Finite element integrated fast buckling analysis tools using a perturbation approach
AU - Jansen, Eelco
AU - Rahman, Tanvir
AU - Rolfes, Raimund
PY - 2018/2/13
Y1 - 2018/2/13
N2 - The capabilities of a reduced-order finite element modelling technique for fast nonlinear buckling analysis of structures under static and dynamic loading are illustrated. The reduction method makes use of a well-established analytical perturbation procedure for static and dynamic buckling analysis. This perturbation approach has in past years been used as the foundation for the development and implementation of reduced-order nonlinear finite element buckling analysis. The essentials of the procedure and two characteristic analysis cases are presented. The application to a basic example of a composite plate under dynamic load illustrates the possibility to extend the approach to dynamic response analysis, and the application to static buckling analysis of a composite cylindrical shell shows the potential of this reduced-order modelling framework to analyze and explain modal interaction effects in the buckling behaviour of imperfection-sensitive shells.
AB - The capabilities of a reduced-order finite element modelling technique for fast nonlinear buckling analysis of structures under static and dynamic loading are illustrated. The reduction method makes use of a well-established analytical perturbation procedure for static and dynamic buckling analysis. This perturbation approach has in past years been used as the foundation for the development and implementation of reduced-order nonlinear finite element buckling analysis. The essentials of the procedure and two characteristic analysis cases are presented. The application to a basic example of a composite plate under dynamic load illustrates the possibility to extend the approach to dynamic response analysis, and the application to static buckling analysis of a composite cylindrical shell shows the potential of this reduced-order modelling framework to analyze and explain modal interaction effects in the buckling behaviour of imperfection-sensitive shells.
UR - http://www.scopus.com/inward/record.url?scp=85058898175&partnerID=8YFLogxK
U2 - 10.1142/9781786344335_0005
DO - 10.1142/9781786344335_0005
M3 - Contribution to book/anthology
AN - SCOPUS:85058898175
SN - 9781786344328
SP - 147
EP - 172
BT - Buckling and Postbuckling Structures II
PB - World Scientific Publishing Co. Pte Ltd
ER -