Details
| Original language | English |
|---|---|
| Title of host publication | Buckling and Postbuckling Structures II |
| Subtitle of host publication | Experimental, Analytical and Numerical Studies |
| Publisher | World Scientific Publishing Co. Pte Ltd |
| Pages | 147-172 |
| Number of pages | 26 |
| ISBN (electronic) | 9781786344335 |
| ISBN (print) | 9781786344328 |
| Publication status | Published - 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 subject areas
- Engineering(all)
- General Engineering
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Buckling and Postbuckling Structures II: Experimental, Analytical and Numerical Studies. World Scientific Publishing Co. Pte Ltd, 2018. p. 147-172.
Research output: Chapter in book/report/conference proceeding › Contribution to book/anthology › Research › 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 -