VNU-UET Repository

Nonlinear Response of Imperfect Eccentrically Stiffened FGM Cylindrical Panels on Elastic Foundation Subjected to Mechanical Loads

Dinh Duc Nguyen and Quoc Quan Tran (2014) Nonlinear Response of Imperfect Eccentrically Stiffened FGM Cylindrical Panels on Elastic Foundation Subjected to Mechanical Loads. European Journal of Mechanics - A/Solids, 46 . pp. 60-71. ISSN 0997-7538

Full text not available from this repository.

Official URL: DOI: 10.1016/j.euromechsol.2014.02.005

Abstract

In the present paper, the nonlinear response of eccentrically stiffened FGM cylindrical panels on elastic foundation subjected to mechanical loads is presented. Material properties are graded in the thickness direction of the FGM panel according to a simple power law distribution. By applying Bubnov-Galerkin method, the Lekhnitsky smeared stiffeners technique with Pasternak type elastic foundation and stress function, explicit relations of load-deflection curves for simply supported eccentrically stiffened FGM panels are determined. Numerical results are given for evaluate effects of material and geometrical properties, elastic foundation and eccentrically outside stiffeners on the buckling and postbuckling of the FGM panels. The obtained results are validated by comparing with those in the literature. Nonlinear response of imperfect eccentrically stiffened FGM cylindrical panels on elastic foundation subjected to mechanical loads. Available from: http://www.researchgate.net/publication/260268771_Nonlinear_response_of_imperfect_eccentrically_stiffened_FGM_cylindrical_panels_on_elastic_foundation_subjected_to_mechanical_loads [accessed Aug 6, 2015].

Item Type:Article
Subjects:Engineering Mechanics
ISI-indexed journals
Divisions:Faculty of Engineering Mechanics and Automation (FEMA)
ID Code:1217
Deposited By: Ms. Cam Le Tran Thi
Deposited On:24 Nov 2015 07:44
Last Modified:24 Nov 2015 07:45

Repository Staff Only: item control page