Bending response of thin-walled laminated composite cylinders
Abstract
Closed-form linear response solutions are presented for the bending response of thin-walled laminated composite cylinders. Displacements and intralaminar stresses are computed using the Donnell theory, and interlaminar stresses are computed using 3D equilibrium equations of elasticity. Laminates with stacking sequencies and an aluminum cylinder are used to illustrate the displacement response, intralaminar, and interlaminar stresses for two length-to-radius ratios of 1 and 5. Data obtained indicate that if only fiber breakage causes ultimate failure, material failure will occur on the compression side of the cylinders, at the ends, due to fiber compression. The interlaminar normal stress is an order of magnitude smaller than the interlaminar shear stresses and it is not likely to initiate failure.
- Publication:
-
Composite Structures
- Pub Date:
- 1992
- Bibcode:
- 1992CmpSt..22...87F
- Keywords:
-
- Bend Tests;
- Cylindrical Bodies;
- Laminates;
- Structural Analysis;
- Thin Walled Shells;
- Compression Loads;
- Equilibrium Equations;
- Interlaminar Stress;
- Ply Orientation;
- Shear Strength;
- Stress Analysis;
- Structural Mechanics