Static and dynamic analysis of laminated composite and sandwich plates and shells by using a new higher-order shear deformation theory

• Published in: Composite structures 2011-12, Vol.94 (1), p.37-49
• Main Authors: Mantari, J.L., Oktem, A.S., Guedes Soares, C.
• Format: Article
• Language: English
• Subjects: Boundary conditions; Doubly-curved shells; Dynamic; Dynamics; Exact sciences and technology; Exact solutions; Fundamental areas of phenomenology (including applications); Higher order shear deformation; Mathematical analysis; Physics; Plates; Sandwich plates; Shear deformation; Shells; Solid mechanics; Static; Static elasticity (thermoelasticity...); Structural and continuum mechanics; Three dimensional
• ISSN: 0263-8223; 1879-1085
• DOI: 10.1016/j.compstruct.2011.07.020

► A new higher order shear deformation theory for composite sandwich plates and shells is developed. ► Parabolic distribution of the transverse shear strains through the thickness is accounted. ► Therefore no shear correction factors are needed. ► The governing equations and boundary conditions are derived by employing the principle of virtual work. ► Exact solutions for static and dynamic results of cylindrical and spherical shells and plates are presented. A new higher order shear deformation theory for elastic composite/sandwich plates and shells is developed. The new displacement field depends on a parameter “ m”, whose value is determined so as to give results closest to the 3D elasticity bending solutions. The present theory accounts for an approximately parabolic distribution of the transverse shear strains through the shell thickness and tangential stress-free boundary conditions on the shell boundary surface. The governing equations and boundary conditions are derived by employing the principle of virtual work. These equations are solved using Navier-type, closed form solutions. Static and dynamic results are presented for cylindrical and spherical shells and plates for simply supported boundary conditions. Shells and plates are subjected to bi-sinusoidal, distributed and point loads. Results are provided for thick to thin as well as shallow and deep shells. The accuracy of the present code is verified by comparing it with various available results in the literature.