The vibration and buckling of freely supported non-homogeneous orthotropic conical shells subjected to different uniform pressures
- 1. Department of Civil Engineering, Suleyman Demirel University, 32260 Isparta (Turkey)
- 2. Department of Civil Engineering, Harran University, Sanliurfa (Turkey)
- 3. Department of Civil Engineering, Selcuk University, Konya (Turkey)
Description
The paper examines the vibration and stability of freely supported orthotropic truncated and complete conical shells with non-homogeneous material properties under uniform lateral and hydrostatic pressures. First, the basic relations have been obtained for orthotropic truncated conical shells, Young's moduli and density which vary continuously in the thickness direction. By applying the Galerkin method, the buckling pressures and lowest cyclic frequencies of truncated and complete conical shells are obtained. To verify the accuracy of the results, comparisons are made with results available in the open literature. This study also examines in detail the effects of the variations of conical shell characteristics, the effects of the non-homogeneity and the orthotropy on the critical pressures and lowest cyclic frequencies of truncated and complete conical shells.
Availability note (English)
Available from http://dx.doi.org/10.1016/j.ijpvp.2009.03.012Additional details
Identifiers
- DOI
- 10.1016/j.ijpvp.2009.03.012;
- PII
- S0308-0161(09)00068-4;
Publishing Information
- Journal Title
- International Journal of Pressure Vessels and Piping
- Journal Volume
- 86
- Journal Issue
- 10
- Journal Page Range
- p. 661-668
- ISSN
- 0308-0161
- CODEN
- PRVPAS
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 41014564
- Subject category
- S42: ENGINEERING; S36: MATERIALS SCIENCE;
- Descriptors DEI
- ACCURACY; BUCKLING; COMPARATIVE EVALUATIONS; CRITICAL PRESSURE; DENSITY; SHELLS; STABILITY; THICKNESS; VARIATIONS
- Descriptors DEC
- DIMENSIONS; EVALUATION; PHYSICAL PROPERTIES; THERMODYNAMIC PROPERTIES
Optional Information
- Copyright
- Copyright (c) 2009 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.