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Please use this identifier to cite or link to this item: http://dspace.vgtu.lt/handle/1/532

Title: Practical Method of Design for Reinforced Concrete Eliptic Shells
Authors: Vadlūga, Romualdas
Pukelis, Petras
Keywords: elliptic reinforced concrete shell
membrane stress and strain state
stress function
edge conditions
Issue Date: 2010
Publisher: Vilniaus Gedimino technikos universitetas
Citation: Vadlūga, R.; Pukelis, P. 2010. Practical method of design for reinforced concrete eliptic shells, in The 10th International Conference “Modern Building Materials, Structures and Techniques”: Selected papers, Vol. 2. Ed. by P. Vainiūnas, E. K. Zavadskas, May 19–21, 2010, Lithuania. Vilnius: Technika, 815–817.
Abstract: The article deals with the problem of analysis of elliptic reinforced concrete shells when only membrane forces are taken into account. Normal and shear forces in shells in most cases are determined using stress function. Estimation of parameters for the stress function satisfying the edge conditions of the system is discussed in this paper.
URI: http://dspace1.vgtu.lt/handle/1/532
ISBN: 978-9955-28-594-6
Appears in Collections:Konferencijų straipsniai

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