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Tied-arch bridge

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Generic tied-arch bridge with a movable support on the right side.
The Fort Pitt Bridge is a tied-arch bridge. The arches terminate atop slender raised piers and are tied by the road deck structure.

A tied-arch bridge is an arch bridge in which the outward-directed horizontal forces of the arch(es) are borne as tension by a chord tying both arch ends, rather than by the ground or the bridge foundations. This strengthened chord may be the deck structure itself or consist of separate, deck-independent tie-rods.

Description

Thrusts downward on a tied-arch bridge deck are translated, as tension, by vertical ties between the deck and the arch, tending to flatten it and thereby to push its tips outward into the abutments, like for other arch bridges. However, in a tied-arch or bowstring bridge, these movements are restrained not by the abutments but by the strengthened chord, which ties these tips together, taking the thrusts as tension, rather like the string of a bow that is being flattened. Therefore, the design is also called a bowstring-arch or bowstring-girder bridge.[1][2]

The elimination of horizontal forces at the abutments allows tied-arch bridges to be constructed with less robust foundations; thus they can be situated atop elevated piers or in areas of unstable soil.[3] In addition, since they do not depend on horizontal compression forces for their integrity, tied-arch bridges can be prefabricated offsite, and subsequently floated, hauled or lifted into place. Notable bridges of this type include the Fremont Bridge in Portland, Oregon as well as the first "computer designed" bridge of this type the Fort Pitt Bridge in Pittsburgh, Pennsylvania.[4]

Both the tied-arch bridge and the self-anchored suspension bridge place only vertical loads on the anchorage, and so are suitable where large horizontal forces are difficult to anchor.

Variants

Fremont Bridge in Portland, Oregon.

Some tied-arch bridges only tie a segment of the main arch directly, while continuing the chord to tie to the top ends of auxiliary (half-)arches. The latter usually exclusively support the deck from below and join to the bottom ends of the main arch(es) where the outward-directed horizontal forces on both (main and auxiliary) arch ends equal out / balance. The piers at this point may be slender, left to withstand vertical loads only. An example is the Fremont Bridge in Portland, Oregon which is the second-longest tied-arch bridge in the world. It also classifies as through arch bridge.

Hoge Brug (or Passerelle Céramique) in Maastricht.

Usually, for a single span, two tied-arches are placed in parallel alongside the deck, so the deck lies in between the arches. Axial tied-arch or single tied-arch bridges have at most one tied-arch per span that is usually centered in the middle of the bridge deck.[5] An example for this is Hoge Brug in Maastricht. Since it has hinged hangers it might also classify as a Nielsen bridge who held a patent on tied-arch bridges with hinged hangers from 1926.

Tied arch bridges may consist of successively lined up tied arches in places where a single span is not sufficient. An example for this is the Godavari Arch Bridge.

In analogy to twin bridges, two tied arch bridges erected side by side to increase traffic capacity, but structurally independent, may be refered to by tied arch twin bridges.

Differentiation

A bowstring truss bridge is similar in appearance to a tied-arch; however, the bowstring truss behaves as truss, not an arch. The visual distinction is a tied-arch bridge will not have substantial diagonal members between the vertical members.

Issues

In a 1978 advisory issued by the Federal Highway Administration (FHWA), the FHWA noted that tied-arch bridges are susceptible to problems caused by poor welds at the connection between the arch rib and the tie girders, and at the connection between the arch and vertical ties. In addition, problems with electroslag welds, while not isolated to tied-arch bridges, resulted in costly, time-consuming and inconveniencing repairs. The structure as a whole was described as nonredundant; failure of either of the two tie girders would result in failure of the entire structure.[6]

References

  1. ^ See, e.g., U.S. Patent 14,313 (February 26, 1856) issued to P.C. Guiou of Cincinnati, Ohio, for a Truss Bridge, titled on specification as "Girder for Bridges."
  2. ^ For a description of how bowstring arch and bowstring girder bridges are related, see Margot Gayle & Carol Gayle, Cast-iron Architecture in America: The Significance of James Bogardus, pages 28-29 (W. W. Norton & Company 1998).
  3. ^ For a nontechnical exposition, see Gordon, JE (1978). Structures; or Why Things Don't Fall Down. London: Penguin Books. p. 208f. ISBN 978-0-306-40025-4. OCLC 4004565.
  4. ^ "Pittsburgh's bridge". Travel Channel. Retrieved June 14, 2016.
  5. ^ {{cite web |url=https://structurae.net/structures/bridges-and-viaducts/axial-single-tied-arch-bridges |title=Axial (single) tied-arch bridges |accessdate=September 26, 2017
  6. ^ Federal Highway Administration (1978-09-28). "TIED ARCH BRIDGES: T 5140.4". Retrieved 2008-07-22.
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