Robert Maillart's Curved Concrete Arch Bridges
Publication: Journal of Structural Engineering
Volume 123, Issue 10
Abstract
Starting from a description of his four curved concrete arch bridge projects it is shown how Maillart adapted his deck-stiffened arch concept to allow for a horizontally curved deck. Based on this review possible extensions of Maillart's concepts are discussed. For shortand medium-span curved bridges the advantages of longitudinally fixed frame systems with slender inclined columns and post-tensioned deck beams are pointed out. For long-span curved bridges, arch systems with post-tensioned deck beams and generously spaced columns or cross walls are found to offer similar advantages provided that the end supports are fixed and deck and arch are appropriately connected at midspan. For moderate live to dead load ratios an interesting variant is obtained by using a suspension cable instead of an inclined arch and by attaching the hangers along the inner edge of a suitably prestressed deck beam that is clamped at the abutments.
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References
1.
Bill, M. (1949). Robert Maillart. Verlag für Architektur Artemis, Zurich, Switzerland (in German).
2.
Billington, D. P.(1973). “Deck-stiffened arch bridges of Robert Maillart.”J. Struct. Div., ASCE, 99(7), 1527–1539.
3.
Billington, D. P. (1979). Robert Maillart's bridges: The art of engineering. Princeton University Press, Princeton, N.J.
4.
Billington, D. P. (1983). The tower and the bridge: The new art of structural engineering. Basic Books, New York, N.Y.
5.
Billington, D. P. (1990). Robert Maillart and the art of reinforced concrete. Verlag für Architektur Artemis, Zurich, Switzerland.
6.
Fürst, A., and Marti, P. (1997). “Robert Maillart's design approach for flat slabs.”J. Struct. Engrg., ASCE, 123(8).
7.
Giedion, S. (1941). Space, time and architecture. Harvard University Press, Cambridge, Mass.
8.
Gottfeldt, H. (1932). “Die Berechnung räumlich gekrümmter Stahlbrücken (Structural analysis of curved steel bridges).”Die Bautechnik, 54(10), 715–724 (in German).
9.
Maillart, R. (1934). “Gekrümmte Eisenbeton-Bogenbrücken (Curved reinforced concrete arch bridges).”Schweizerische Bauzeitung, 52(11), 132–133 (in German).
10.
Marti, P. (ed.) (1996). “Robert Maillart—Beton-Virtuose.”Gesellschaft für Ingenieurbaukunst, Vol. 1, vdf Hochschulverlag AG, Zurich, Switzerland (in German).
11.
Ritter, W. (1877). “Versteifungsfachwerke bei Bogenund Hängebrücken (Stiffening trusses in arch and suspension bridges).”Zeitschrift für Bauwesen, 27, 189–207 (in German).
12.
Ritter, W. (1883). “Statische Berechnung der Versteifungsfachwerke der Hängebrücken (Structural analysis of stiffening trusses in suspension bridges).”Schweizerische Bauzeitung, 1(1), 6–38 (in German).
13.
Roš, M. (1931). “Belastungsversuche an der Landquart-Brücke der Rhätischen Bahn in Klosters (Load tests on the Landquart Bridge of the railroad at Klosters).”Schweizerische Bauzeitung, 49(3), 36–40 (in German).
14.
Roš, M. (1937). Versuche und Erfahrungen an ausgeführten Eisenbeton-Bauwerken in der Schweiz (Tests and experiences on reinforced concrete structures in Switzerland)”EMPA-Rep. No. 99, Zurich, Switzerland, 382–393 (in German).
15.
Schlaich, J., and Seidel, J. (1988). “Die Fussgängerbrücke in Kelheim (The pedestrian bridge at Kelheim).”Bauingenieur, 63, 143–149 (in German).
16.
Timoshenko, S. (1910). “Einige Stabilitätsprobleme der Elastizitätstheorie (Some problems of elastic stability).”Zeitschrift für Mathematik und Physik, 58(4), 337–385 (in German).
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Oct 1, 1997
Published in print: Oct 1997
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