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- W2004554104 abstract "A generalized beam theory for arbitrary open section laminated composite beams subjected to generalized beam loading is developed using a strength of materials approach. At present, the theory is limited to statistically determinate beams. Solution of the general system of equations yields strain and curvature distributions as functions of the axial coordinate x and the contour coordinate s. Average stresses on a given cross section or ply stresses in a local coordinate system are determined using these distributions. Data obtained for thin-walled open section composite beams reveal that elastic coupling occurs among curvatures, shearing strains, and axial strain, depending on the laminate stiffness parameters. Laminate ply layup does not affect the location of the shear center in the thin-wall approximation, but may have a significant impact for thicker walled open sections. The average axial stress distribution is found to be distinctly different from the isotropic distribution, but the average shear stress distribution is the same as that in the isotropic case." @default.
- W2004554104 created "2016-06-24" @default.
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- W2004554104 date "1992-04-13" @default.
- W2004554104 modified "2023-09-27" @default.
- W2004554104 title "Coupled elastic response of open section laminated composite beams subject to generalized beam loading" @default.
- W2004554104 cites W1980774492 @default.
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- W2004554104 doi "https://doi.org/10.2514/6.1992-2424" @default.
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