Abstract
A considerable amount of experimental and theoretical research into the plastic behaviour of statically indeterminate structures has been carried out during the last 20 years. The application of the simple plastic analysis to steel structures has been shown to be valid. In statically indeterminate reinforced concrete structures, however, the rotational capacity of plastic hinges may be very small and as a result theoretical ultimate load can not be reached.
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References
B. Thürlimann, H. Ziegler: Plastische Berechnungsmethoden (Plastic Design Method). Autographie der Vorlesungen vom Fortbildungskurs für Bau- und Maschineningenieure, ETH, Zürich, 1963.
ACI-ASCE Committee 428: Progress Report on Code Clauses for Limit Design. ACI Journal, Proceedings V. 65, No. 9, September 1968, p. 713–720.
W. G. Corley: Rotational Capacity of Reinforced Concrete Beams. Proceedings, ASCE, V. 92, No. ST 5, October 1966, p. 121–146; also PCA Development Bulletin D-108.
H. Bachmann, B. Thürlimann: Versuche über das plastische Verhalten von zweifeldrigen Stahlbetonbalken (Tests on the Plastic Behavior of Two-Span Reinforced Concrete Beams). Berichte Nr. 6203–1 und 6203–2 des Instituts für Baustatik an der Eidgenössischen Technischen Hochschule (ETH), Zürich, 1965.
G. Rehm: Über die Grundlagen des Verbundes zwischen Stahl und Beton (On the Bond between Steel and Concrete). Deutscher Ausschuß für Stahlbeton, Heft Nr. 136, Berlin 1961.
H. Bachmann: Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken (On the Plastic Design of Statically Indeterminate Reinforced Concrete Beams). Bericht Nr. 13 des Instituts für Baustatik an der Eidgenössischen Technischen Hochschule (ETH), Zürich, Juli 1967.
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© 1971 Springer-Verlag Berlin Heidelberg
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Bachmann, H. (1971). Influence of Shear and Bond on Rotational Capacity of Reinforced Concrete Beams. In: Influence of Shear and Band on Rotational Capacity of Reinforced Concrete Beams. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-42426-1_1
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DOI: https://doi.org/10.1007/978-3-662-42426-1_1
Publisher Name: Springer, Berlin, Heidelberg
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