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• W2022181715 startingPage "33" @default.
• W2022181715 abstract "By introducing new nondimensionalized axial and bending stiffnesses, a generalized analytical analysis using classical engineering solutions is proposed to study the buckling behavior of tri-layer beams having asymmetrical enveloped delaminations. Appropriate boundary and kinematical conditions are used to formulate the systematic homogeneous equations. The present analysis accurately predicts the buckling loads of tri-layer beams having double enveloped delaminations, which is verified with the previously published data for homogeneous beams having single and double delaminations. An excellent agreement between the results is observed. A transition region is observed as the normalized bending stiffness increases. Effective-slenderness ratio is defined and introduced, which gives a measure of local, mixed and global buckling phenomenon. The present analysis provides a useful reference for the tri-layer beams having enveloped delaminations." @default.
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• W2022181715 date "2005-01-01" @default.
• W2022181715 modified "2023-09-27" @default.
• W2022181715 title "Buckling analysis of tri-layer beams with enveloped delaminations" @default.
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• W2022181715 doi "https://doi.org/10.1016/j.compositesb.2004.04.014" @default.
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