Research Article
Oct 1979
Buckling of Stiffened Hyperboloidal Cooling Towers
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VIEW THE REPLYAuthors: Ihsan Mungan and Otto LehmkämperAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 10
Abstract
With increasing dimensions of the cooling towers built of reinforced concrete, the buckling behavior becomes crucial in the proportioning of the shell. Ring stiffeners prove to be most effective in this respect with up to four stiffening rings the so called optimal position provides the highest efficiency. After five rings the equidistant positioning becomes effective as well. However, after a value of approx 6 this ratio doesn't influence the buckling load because the local buckling between the stiffening rings becomes decisive. The quality of the numerical analysis is checked by calculating the buckling loads obtained in tests on stiffened hyperboloidal models. The deviation between the theoretical results and experimental values is approximately the same and about 0.83 both for unstiffened models and stiffened models with five or nine rings. Also the high efficiency of the rings with ring depth to shell thickness ratio of about 6 could be verified.
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Published In
Journal of the Structural Division
Volume 105 • Issue 10 • October 1979
Pages: 1999 - 2007
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Oct 1979
Published online: Feb 1, 2021
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Ihsan Mungan
Wissenschaftlicher Angestellter, Kuhr-Universität Bochum Institut für Konstruktiven Ingenieurbau, Bochum, West Germany
Otto Lehmkämper
Staff Engr., Rheinisch-Westfälisches Elektrizitätsork AG, Hauptverwaltung, Essen, West Germany
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