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An experimental investigation on interactive behavior of thin walled cylindrical shells
Citation
Ghanbari Ghazijahani, T and Showkati, H, An experimental investigation on interactive behavior of thin walled cylindrical shells, Materialwissenschaft und Werkstofftechnik, 44, (5) pp. 386-394. ISSN 0933-5137 (2013) [Refereed Article]
Copyright Statement
Copyright 2013 WILEY-VCH Verlag GmbH & Co. KGaA,Weinheim
DOI: doi:10.1002/mawe.201300141
Abstract
Cylindrical shells are widely used in many kinds of applications under different cases of load
combination. Nevertheless, only a small number of researches have been executed on cylindrical
shells under pure bending in combination with external pressure. The present experimental
research studies the buckling behavior of long cylindrical steel shells under combined pure
bending and peripheral pressure. This study shows that initial sectional deformation developed
by preloading considerably affects the buckling capacity of such shells. Moreover, it was found
that primary load appreciably expedites the initiation of the buckling by activating the possible
geometrical imperfections once shells are exposed to secondary load.
Item Details
| Item Type: | Refereed Article |
|---|---|
| Keywords: | buckling experiments, cylindrical shell, pure bending, external pressure |
| Research Division: | Engineering |
| Research Group: | Civil Engineering |
| Research Field: | Structural Engineering |
| Objective Division: | Construction |
| Objective Group: | Construction Materials Performance and Processes |
| Objective Field: | Metals (e.g. Composites, Coatings, Bonding) |
| Author: | Ghanbari Ghazijahani, T (Mr Tohid Ghanbari Ghazijahani) |
| ID Code: | 93943 |
| Year Published: | 2013 |
| Web of Science® Times Cited: | 3 |
| Deposited By: | Engineering |
| Deposited On: | 2014-08-25 |
| Last Modified: | 2014-08-27 |
| Downloads: | 0 |
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