Mungan, I. (2009). A conceptual approach to shell buckling with emphasis on reinforced concrete shells. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6464
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Title:
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A conceptual approach to shell buckling with emphasis on reinforced concrete shells
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Author:
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MUNGAN, Ihsan
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Editor:
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Domingo Cabo, Alberto
Lázaro Fernández, Carlos Manuel
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Issued date:
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Abstract:
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Author's own experimental and theoretical researches on buckling of shells of revolution
are summarized with special emphasis on the conceptual approach behind them. Effect of the biaxial stress states is depicted in form ...[+]
Author's own experimental and theoretical researches on buckling of shells of revolution
are summarized with special emphasis on the conceptual approach behind them. Effect of the biaxial stress states is depicted in form of interaction diagrams. Design formulas based on these concepts and computations carried out for reinforced concrete hyperboloidal cooling tower shells allow the erection of very large and thin cooling towers which meanwhile have reached the 200m limit in height.
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Subjects:
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Shell buckling
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Buckling stresses
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Cooling tower shells
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Ring stiffeners
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Effect of reinforced concrete nonlinearity
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Copyrigths:
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Reserva de todos los derechos
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ISBN:
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978-84-8363-461-5
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Source:
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Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings.
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Publisher:
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Editorial Universitat Politècnica de València
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Conference name:
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Symposium of the International Association for Shell and Spatial Structures
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Conference place:
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Valencia
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Conference date:
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2009
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Description:
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p. 39-50
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Type:
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Comunicación en congreso
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