journal article·2006-05

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

Ajay Kumar Garg, Rakesh Kumar Khare, Tarun Kant

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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.
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Research context

OpenAlex topics: Composite Structure Analysis and Optimization · Structural Analysis and Optimization · Aeroelasticity and Vibration Control

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

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

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

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

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