Abstract
The results of a combined experimental and numerical study of hat-stiffened co-cured carbon-fibre composite panels loaded in uniaxial compression are presented. All panels consisted of two integrated stiffeners separated by an eight-ply thick skin bay of lay-up [±45/0/90]s. The effects of a 100 mm circular cutout in the skin was also investigated. The ultimate strength of all panels was governed by the load carrying capacity of the stiffeners. A change in the skin's buckling mode-shape was also observed for all panels loaded deep in the postbuckling region. The strains induced at the interior free-edge were not found to be critical. Non-linear finite element results correlated well with the prebuckling and initial postbuckling strain and displacements results obtained by experiment.
| Original language | English |
|---|---|
| Title of host publication | AIAA/ASME/ASCE/AHS/ASC 36th Structures, Structural Dynamics and Materials Conference and AIAA/ASME Adaptive Structures Forum |
| Place of Publication | Proceedings of the 36th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and AIAA/ASME Adaptive Structures Forum. Part 1 (of 5); New Orleans, LA, USA; ; 10 April 1995 through 13 April 1995; Code 43152 |
| Number of pages | 9 |
| DOIs | |
| Publication status | Published - 1995 |
Bibliographical note
AIAA/ASME/ASCE/AHS/ASC 36th Structures, Structural Dynamics and Materials Conference and AIAA/ASME Adaptive Structures ForumNew Orleans, LA, USA
10 - 13 April 1995
Keywords
- Buckling Carbon fiber reinforced plastics Composite structures Compression testing Finite element method Mathematical models Stiffness Strength of materials Structural loads Structural panels Carbon fiber composite panels Load carrying capacity Stiffeners Uniaxial compression Structural analysis
Fingerprint
Dive into the research topics of 'Postbuckling behaviour of hat-stiffened thin-skinned carbon-fibre composite panels'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver