Buckling analysis of discretely stiffened composite curved panels under compression and shear
An analytical method for the buckling of discretely thin-walled stiffened composite curved panels under compression and shear is presented by use of the finite strip-element method. In the report a simplified scheme for complex displacement functions is developed. It enables computation to be performed in real number algebra easily. A simple and easy way to satisfy the boundary conditions is introduced. Numerical results are given and are in good agreement with available data.
thin-walled stiffened composite curved panels
scientific article; zbMATH DE number 3976507