Bridge bearings made of iron or steel, first used in early railroad bridges about 150 years ago, are relatively small structural components that support the loads of bridge superstructures. Fixed bearings directly transfer forces from a bridges superstructure to its substructure. Movable bearings, such as sliding bearing plates, rollers and rockers, accommodate the thermal expansion of the superstructure without transferring it to the substructure. Rocker bearings tilt to accommodate thermal movement, theoretically without imposing stresses on the substructure. This paper concerns rocker bearings which are non-redundant components and have two states: stable and toppled over. When these bearings topple over, no alternate load paths exist, which results in a failed superstructure. As such, rocker bearings are critical bridge components. An overview is given of the history of use and failures of rocker bearings from nineteenth-century railroad bridges to US highway bridges with tall and slender rocker bearings that date from the late 1950s.
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1 August 2016
Research Article|
June 27 2016
Failures of US bridge rocker bearings
Julie Mark Cohen, PhD, PE, SECB;
Latham, NY, USA
(corresponding author: jmcohen@jmcohenpe.com)
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Volker Wetzk, Dr-Ing
Volker Wetzk, Dr-Ing
Structural Engineer and Scientific Assistant
Brandenburg University of Technology Cottbus-Senftenberg, Cottbus, Germany
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(corresponding author: jmcohen@jmcohenpe.com)
Publisher: Emerald Publishing
Received:
October 06 2014
Accepted:
May 11 2016
Online ISSN: 1757-9449
Print ISSN: 1757-9430
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Engineering History and Heritage (2016) 169 (3): 123–129.
Article history
Received:
October 06 2014
Accepted:
May 11 2016
Citation
Cohen JM, Wetzk V (2016), "Failures of US bridge rocker bearings". Proceedings of the Institution of Civil Engineers - Engineering History and Heritage, Vol. 169 No. 3 pp. 123–129, doi: https://doi.org/10.1680/jenhh.14.00023
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