Buckling of Stiffened Laminated Composite Circular Cylindrical Shells with Different Moduli in Tension and Compression.
Abstract
An exact buckling criterion, within the framework of classical buckling theory, is derived for eccentrically stiffened multilayered circular cylindrical shells made of materials that have different orthotropic moduli in tension and compression. Such behavior is typical of many current composite materials. The buckling criterion is valid for arbitrary combinations of axial and circumferential loading, including axial compression and internal pressure as well as axial tension and lateral pressure. The material model (stress-strain relationship) is based on a bilinear stress-strain curve with a discontinuity in slope (modulus) at the origin. Numerical results are used to illustrate application of the buckling criterion. In particular, results are given for single-layered isotropic and orthotropic shells with noticeable differences in tensile and compressive moduli.
Document Details
- Document Type
- Technical Report
- Publication Date
- Feb 01, 1975
- Accession Number
- ADA008854
Entities
People
- Harold S. Morgan
- Robert M. Jones
Organizations
- Southern Methodist University