Analysis of Plates with Right Angled Boundaries
Publication: Journal of Structural Engineering
Volume 110, Issue 4
Abstract
An analysis method is described and used to analyse the behavior of elastic plates with right angled boundaries subjected to laterally applied uniform and concentrated loads. The experimental verification of the stress analysis as conceived here and the comparison of the test results with the expected values from the proposed method is also included.
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References
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Beck, N., and Zuber, E., “Näuherungsweise Berechnung von Stahlbeton‐platten mit Rechtecköffhungen unter Gleichflächenlast,” Die Bautechnik, Germany, Vol. 46, No. 12, Dez., 1969, pp. 397–401.
2.
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Karavesiroglou, M., and Penelis, G., “Stress Analysis of Polygonal Plates with Right Angled Boundaries,” presented at the May, 1975, 2nd Congress of Hellenic Group of Concrete—Technical Chamber of Greece, held in Thessaloniki, Greece (in Greek).
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Karavesiroglou, M., “Stress Analysis and Design of Polygonal Plates with Right Angled Boundaries,” thesis presented to the Aristoteles University of Thessaloniki, at Thessaloniki, Greece, in 1979, in partial fulfillment of the requirements for the degree of Doctor of Civil Engineering.
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Information & Authors
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Published In
Journal of Structural Engineering
Volume 110 • Issue 4 • April 1984
Pages: 823 - 834
Copyright
Copyright © 1984 ASCE.
History
Published online: Apr 1, 1984
Published in print: Apr 1984
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