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Abstracts
In this study, the stability analysis of three-layered shells containing a functionally graded material layer in the surrounding medium and subjected to the uniform lateral pressure is investigated. The surrounding elastic medium is modeled as a Pasternak foundation. The dimensionless critical lateral pressures of three-layered functionally graded material shells with and without elastic foundations are obtained. Effects of compositional profiles and elastic foundation on the dimensionless critical lateral pressures have been studied.
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Journal
Year
Volume
Issue
Pages
162-164
Physical description
Dates
published
2012-01
Contributors
author
- Department of Civil Engineering, Suleyman Demirel University, Isparta, Turkey
author
- Institute of Solid Mechanics of Karlsruhe Technology Institute, Karlsruhe, Germany
author
- Department of Mathematics, Usak University, Usak, Turkey
author
- Department of Civil Engineering, Ondokuz Mayıs University, Samsun, Turkey
author
- Department of Civil Engineering, Suleyman Demirel University, Isparta, Turkey
References
- 1. M. Koizumi, Ceramic Trans., Funct. Gradient Mater. 34, 3 (1993)
- 2. H.S. Shen, Int. Mech. Sci. 51, 372 (2009)
- 3. A.H. Sofiyev, Int. J. Pres. Ves. Pip. 87, 753 (2010)
- 4. S.R. Li, R.C. Batra, Thin-Walled Struct. 44, 1039 (2006)
- 5. A.H. Sofiyev, Z. Zerin, A. Korkmaz, Compos. Struct. 85, 105 (2008)
- 6. S.R. Li, X.H. Fub, R.C. Batra, Mech. Res. Commun. 37, 577 (2010)
Document Type
Publication order reference
Identifiers
YADDA identifier
bwmeta1.element.bwnjournal-article-appv121n149kz