Buckling and Postbuckling of Composite Plates


Book Description

Contributed by leading authorities in the field from around the world, this text provides a comprehensive insight into buckling and postbuckling. Basic theory, methods of buckling analysis and their application, the effect of external variables such as temperature and humidity on the buckling response and buckling tests are all covered.




Advances in Structural Engineering


Book Description

The book presents research papers presented by academicians, researchers, and practicing structural engineers from India and abroad in the recently held Structural Engineering Convention (SEC) 2014 at Indian Institute of Technology Delhi during 22 – 24 December 2014. The book is divided into three volumes and encompasses multidisciplinary areas within structural engineering, such as earthquake engineering and structural dynamics, structural mechanics, finite element methods, structural vibration control, advanced cementitious and composite materials, bridge engineering, and soil-structure interaction. Advances in Structural Engineering is a useful reference material for structural engineering fraternity including undergraduate and postgraduate students, academicians, researchers and practicing engineers.













Buckling and Postbuckling of Laminated Composite Plates with Ply Dropoffs


Book Description

An experimental and analytical investigation was conducted on the buckling and postbuckling behavior of laminated graphite/epoxy plates with ply dropoffs under uniaxial compression. Three types of plates were considered: ply dropoff plates with one or more internal plies terminated along a centerline perpendicular to the loading, flat plates to provide the baseline behavior, and angle change plates where the fiber angle of several plies changes abruptly along the centerline. This latter case isolates the change in material properties without the geometric eccentricities present in ply dropoff plates. An analysis method using a "superelement" formulated with a Rayleigh-Ritz assumed deflection model was developed and utilized to predict the linear buckling response of the plates. Both the experimental and analytical results show that ply dropoffs have a marked effect on plate buckling and postbuckling behavior. In contrast to basic flat plates, plates with ply dropoffs exhibit complex deflection shapes that cannot be characterized by simple modes. The buckling load of these plates was related to the ratio of the longitudinal bending stiffness of the dropped and undropped section of the plates and was bounded by the buckling loads of the flat plates with the layup configurations of the two individual sections. The angle change plates exhibited much of the same behavior seen in the ply dropoff plates but indicated that the change in the other bending stiffnesses can also have an important effect on the buckling behavior.










Buckling Analysis of Tapered Composite Plates Using Ritz Method Based on Classical and Higher Order Theories


Book Description

Tapered composite plates are being used in various engineering applications such as helicopter yoke, robot arms and turbine blade in which the structure needs to be stiff at one location and flexible at another location. In the present thesis, the buckling of different types of tapered composite plates are analyzed based on classical laminated plate theory, first-order shear deformation theory and third-order shear deformation theory. The developed formulation is applied to the analysis of various types of tapered composite plates. The efficiency and accuracy of the developed formulation are established in comparison with available solutions, where applicable. A detailed parametric study has been conducted on various types of tapered composite plates, all made of NCT/301 graphite-epoxy, in order to investigate the effects of boundary conditions, laminate configuration, taper angle and the thickness ratio.