z-logo
open-access-imgOpen Access
Free Vibration Response of Four-Parameter Functionally Graded Thick Spherical Shell Formulation on FEA
Author(s) -
Raparthi Srilakshmi Raparthi Srilakshmi,
Ch. Ratnam,
Chandra Mouli Badiganti
Publication year - 2020
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.d1101.029420
Subject(s) - vibration , finite element method , shell (structure) , boundary value problem , volume fraction , skew , stability (learning theory) , convergence (economics) , structural engineering , spherical shell , material properties , mathematics , materials science , mechanics , mathematical analysis , computer science , engineering , physics , acoustics , composite material , telecommunications , machine learning , economics , economic growth
The following study explored the free vibration characteristics of a rectangular spherical shell. An efficient formulation developed Higher-order shear deformation theory (HSDT), conjunction with the numerical procedure (FEM). To determine the desired volume fraction obtained through the Four-parameter power-law distribution considered on the top surface is ceramic-rich. In contrast, the base surface is metal-rich. Parameters distribution gives design flexibility and different kinds of material profiles exhibited. The efficiency of the model is verified by performing convergence studies and comparison tests. The numerical results compared with earlier available literature solutions to authenticate the stability and exactness of the current approach, and good agreement perceived. Illustrated numerical examples to find the influence on the appropriate selection of the four-parameters, the mechanical behavior of the composition and effects on geometrical parameters, skew angles, different boundary conditions on their non-dimensional frequency responses examined in detail

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here