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Experimental and Numerical Response of a 1915 Riveted Through-Girder Bridge

Author(s):



Medium: journal article
Language(s): English
Published in: Transportation Research Record: Journal of the Transportation Research Board, , n. 1, v. 1814
Page(s): 127-134
DOI: 10.3141/1814-15
Abstract:

Chester County Bridge #21, a 16.5-m (54-ft), single-span, riveted, through-girder bridge located in upper Oxford Township, Pennsylvania, was field tested to determine the response to controlled loading. The bridge was instrumented with strain and displacement transducers to monitor response at critical locations as a single-axle truck of known weight was driven across the structure at crawl and posted speeds. Strains generated in the girders and in transverse floor beams supporting the deck were measured along with girder midspan vertical deflections. Information produced from the tests was used to ( a) assess the level of composite action and load distribution in the structure and ( b) determine if certain members are reaching critical stress levels and to determine the load rating. In addition, analytical models were developed both to predict the response and to evaluate the level of calibration required to establish a model that accurately reflected measured response.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.3141/1814-15.
  • About this
    data sheet
  • Reference-ID
    10778387
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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