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Postbuckling behaviour of hat-stiffened thin-skinned carbon-fibre composite panels

    Research output: Chapter in Book / Conference PaperConference Paperpeer-review

    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 languageEnglish
    Title of host publicationAIAA/ASME/ASCE/AHS/ASC 36th Structures, Structural Dynamics and Materials Conference and AIAA/ASME Adaptive Structures Forum
    Place of PublicationProceedings 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 pages9
    DOIs
    Publication statusPublished - 1995

    Bibliographical note

    AIAA/ASME/ASCE/AHS/ASC 36th Structures, Structural Dynamics and Materials Conference and AIAA/ASME Adaptive Structures Forum
    New 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

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