The crossed suspender cables characteristic of the network tied arch, as shown on the Lake Champlain Bridge

A network arch bridge is a tied arch bridge with inclined hangers that cross each other at least twice.

Structure

The inclined hangers with multiple intersections make the network arch bridge act like a truss, with only axial compressible and tensile forces. Bending moments and shear forces are very small in network arches.

The hanger arrangement is what separates network tied arch structures from other types of tied arches, such as those with vertical hangers. It is defined by the number of hangers, hanger inclination and hanger distance. A radial hanger arrangement provides an efficient structure, as shown by Benjamin Brunn and Frank Schanack in 2003.[1] In the radial hanger arrangement the distances between the upper hanger nodes and the angle between hangers and arch remain constant. In order to avoid too long hangers this angle may be increased towards the bridge ends.

History

The network arch idea was developed by the Norwegian engineer Per Tveit in the end of the 1950s.[2][3]

Advantages

Because both the arch and the tie are mainly subject to axial forces, their cross sections can be very small. Usually, transverse bending in the deck is bigger than bending in longitudinal direction. Therefore, a concrete deck that spans between the arches is a good solution for bridges with arch distances that are not too large. The concrete deck has longitudinal prestressing tendons in the arch planes.

Difference to Nielsen-Lohse-Bridges

In Japan, tied arch bridges with crossing hangers are wrongly called Nielsen-Lohse bridge. Engineer Octavius F. Nielsen applied for a patent on tied arches with inclined hanger rods in 1926. This bridge type was then built about 60 times, primarily in Sweden. None of these bridges had crossed hangers.[3]

A drawback to the Nielsen type is that if there are dynamic loads on the bridge, the tension on some of these hangers may be reduced, even putting the hanger into compression. The network arch type, with multiple crossings, i.e. overlap in the horizontal axis, was developed by Per Tveit to avoid this.[3]

Lohse bridges have a tie conversely curved to the arch. The bridge deck is supported by a third structural element hanging underneath. They are named for the German engineer Hermann Lohse (1815–1893) who developed them in the late 19th century.

The correct name of tied arch bridges with inclined hangers that cross each other at most once is Nielsen bridge. Tied arches with hangers with multiple intersections are network arch bridges. This strict rule is justified, because it leads to a more efficient structure.

Examples

References

  1. ↑ Brunn B., Schanack F., Steimann U., (2004) “Network arches for railway bridges”, Arch Bridges IV, Advances in Assessment, Structural Design and Construction, P. Roca y C. Molins (Eds.), ISBN 84-95999-63-3, pp. 671-680, Barcelona, Spanien
  2. ↑ P. Tveit (July 1966). "Design of Network Arches". The Structural Engineer. London. 44 (7): 247–259.
  3. 1 2 3 4 5 6 Francisco Millanes Mato1; Miguel Ortega Cornejo2; Jorge Nebreda Sánchez31 (March 2011). "Design and Construction of Composite Tubular Arches with Network Suspension System". Journal of Civil Engineering and Architecture. 5 (3): 191–214. ISSN 1934-7359.{{cite journal}}: CS1 maint: numeric names: authors list (link)
  4. ↑ Räck, Mathias; Schanack, Frank; Tveit, Per (November 2004). Erection of Network Arches. ARCH'04, 4th International Conference on Arch Bridges. Barcelona, Spain.
  5. ↑ P. Tveit (2007). "Visit to the Steinkjer network arch 44 years later" (PDF).
  6. ↑ V.Janat; D.Gregor; L.Šašek; P.Nehasil; T.Wangler (2012). "New Troja Bridge in Prague–Structural Solution of Steel Parts". Procedia Engineering. 40: 159–164. doi:10.1016/j.proeng.2012.07.073.
  7. ↑ Anna Liesowska (8 October 2014). "Bridging east and west - elegant new Siberian landmark opened by president". The Siberian Times.
Wikimedia Commons has media related to Network arch bridges.
This article is issued from Wikipedia. The text is licensed under Creative Commons - Attribution - Sharealike. Additional terms may apply for the media files.