Details
| Original language | English |
|---|---|
| Pages | 4662-4669 |
| Number of pages | 8 |
| Publication status | Published - Jul 2013 |
| Event | 19th International Conference on Composite Materials, ICCM 2013 - Montreal, Canada Duration: 28 Jul 2013 → 2 Aug 2013 |
Conference
| Conference | 19th International Conference on Composite Materials, ICCM 2013 |
|---|---|
| Country/Territory | Canada |
| City | Montreal |
| Period | 28 Jul 2013 → 2 Aug 2013 |
Abstract
The present work is concerned with the buckling and post-buckling behavior of structures under dynamic loading, such as step loading or impulsive loading. Objective of the work is the application of a reduced order approach for the post-buckling analysis of structures with stable post-buckling behavior, such as stiffened panels, under dynamic loading. A multimode reduced order formulation is presented. Typical results for a single-mode reduced order post-buckling analysis under dynamic loading are shown for a composite stiffened panel under step loading.
Keywords
- Buckling, Finite element analysis, Post-buckling, Reduced order modeling
ASJC Scopus subject areas
- Engineering(all)
- General Engineering
- Materials Science(all)
- Ceramics and Composites
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2013. 4662-4669 Paper presented at 19th International Conference on Composite Materials, ICCM 2013, Montreal, Canada.
Research output: Contribution to conference › Paper › Research › peer review
}
TY - CONF
T1 - Post-buckling of dynamically loaded composite panels using a reduced order model
AU - Jansen, E. L.
AU - Rahman, T.
AU - Meurer, A.
AU - Rolfes, R.
N1 - Funding information: The research leading to these results has partially received funding from the European Union’s Seventh Framework Programme [FP7/2007-2013] under grant agreement “DAEDALOS - Dynamics in Aircraft Engineering Design and Analysis for Light Optimized Structures” No. 266411.
PY - 2013/7
Y1 - 2013/7
N2 - The present work is concerned with the buckling and post-buckling behavior of structures under dynamic loading, such as step loading or impulsive loading. Objective of the work is the application of a reduced order approach for the post-buckling analysis of structures with stable post-buckling behavior, such as stiffened panels, under dynamic loading. A multimode reduced order formulation is presented. Typical results for a single-mode reduced order post-buckling analysis under dynamic loading are shown for a composite stiffened panel under step loading.
AB - The present work is concerned with the buckling and post-buckling behavior of structures under dynamic loading, such as step loading or impulsive loading. Objective of the work is the application of a reduced order approach for the post-buckling analysis of structures with stable post-buckling behavior, such as stiffened panels, under dynamic loading. A multimode reduced order formulation is presented. Typical results for a single-mode reduced order post-buckling analysis under dynamic loading are shown for a composite stiffened panel under step loading.
KW - Buckling
KW - Finite element analysis
KW - Post-buckling
KW - Reduced order modeling
UR - http://www.scopus.com/inward/record.url?scp=84944157850&partnerID=8YFLogxK
M3 - Paper
AN - SCOPUS:84944157850
SP - 4662
EP - 4669
T2 - 19th International Conference on Composite Materials, ICCM 2013
Y2 - 28 July 2013 through 2 August 2013
ER -