Higher-order Closed-form Solutions for Free Vibration of Laminated Composite and Sandwich Shells

Author:

Garg Ajay Kumar1,Khare Rakesh Kumar2,Kant Tarun3

Affiliation:

1. Department of Civil Engineering, Government Engineering College Bilaspur, Chhattisgarh 495 009, India

2. Department of Civil Engineering, Shri G. S. Institute of Technology and Science, Indore 452 003, India

3. Department of Civil Engineering, Indian Institute of Technology Bombay Powai, Mumbai 400 076, India

Abstract

Closed-form formulations of two-dimensional (2D) higher-order shear deformation theories (HOSTs) for the free vibration analysis of simply supported cross-ply laminated composite and sandwich doubly curved shells are presented. The formulation includes the Sander’s theory for doubly curved shells. Two of the HOSTs account for the effects of both transverse shear strains/stresses and the transverse normal strain/stress, while the third includes only the effects of transverse shear deformation. In these developments a realistic parabolic distribution of transverse shear strains through the shell thickness is assumed. The equations of motion are obtained using Hamilton’s principle. Solutions are obtained in closed-form using Navier’s technique and by solving the eigenvalue equations. Numerical results are presented for the natural frequencies of laminated composite and sandwich shallow shells. The closed-form solutions presented herein for laminated composite plates and shells are compared with the available 3D elasticity and analytical solutions and it is believed that the solutions for sandwich laminates using various higher-order displacement models will serve as benchmark in future.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

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