A fracture critical bridge is a bridge or similar span that is vulnerable to collapse of one or more spans as a result of the failure in tension of a single element. While a fracture critical design is not considered unsafe, it is subject to special inspection requirements that focus on the tension elements of its structure.[1]
Definition
editFor a bridge to be defined as fracture critical:
- It must possess structural members that are subject to tensile stresses from bending or axial forces.
- The members must be non-redundant, lacking alternate load paths or means of safely redistributing forces in the event of a tensile failure.
While members subject to compressive stress may also fail catastrophically, they typically do not fail from crack initiation.[2]
Examples of bridge designs that would typically be considered fracture critical are:
- Most truss bridges with two main load-bearing assemblies
- Two-beam girder bridges (three-beam bridges in California)
- Two-cell steel box girder bridges (three-beam bridges in California)
- Main suspension cables and hanger cables of suspension bridges
- Cable-stayed bridges
- Steel ties in tied-arch or tied-truss bridges
- Pin-and-hanger assemblies in two-beam bridges
- Steel floor beams and cross girders
- Steel bent assemblies under tensile stress
- Movable and pontoon bridges[3]
History
editThe designation and inspection protocols for fracture critical bridges were developed following the failure of an eyebar at the Silver Bridge at Point Pleasant, West Virginia, which precipitated the bridge's collapse into the Ohio River in 1967, resulting in 46 deaths. The disaster resulted in the establishment of the National Bridge Inventory, using the National Bridge Inspection Standards (NBIS) (CFR Title 23, Part 650).[3]
In May 2022 new NBIS guidance established additional terminology to describe new forms of redundancy. These are:
- System redundancy, in which the fracture of a primary member will not result in collapse
- Internal redundancy, in which a fracture will not propagate through a member that is not system redundant, the member being itself redundant
- Load path redundancy, where three or more primary load-carrying elements are present[4]
See also
editReferences
edit- ^ McGinty, Jo Craven; Overberg, Paul (March 29, 2024). "These Eight U.S. Bridges Are Vulnerable to a Repeat of the Baltimore Crash". The Wall Street Journal. News Corp. Archived from the original on April 1, 2024. Retrieved May 10, 2024.
- ^ Connor, Robert H.; Frank, Karl; McEleney, Bill; Yadlosky, John (January 2015). "Bridge Crossings: Are You Sure That's Fractuire Critical?" (PDF). Modern Steel Construction. American Institute for Steel Construction. Retrieved 29 March 2024.
- ^ a b Kaviani, Peyman; Villalobos, Carlos (October 2016). "Fracture Critical Bridge Inspection". Structure. National Council of Structural Engineers. Retrieved 29 March 2024.
- ^ Connor, Robert; Gilmer, Heather; LLoyd, Jason; Medlock, Ronnie; Wasserman, Ed. "Implementation of Redundancy Terms under 2022 NBIS" (PDF). American Institute of Steel Construction. Retrieved 1 April 2024.