FULL-SCALE LABORATORY TESTING OF A TIMBER TRESTLE RAILROAD BRIDGE CHORD (PHASE 1)

A laboratory test program was conducted on full-scale specimens replicating the main elements of a timber trestle railroad bridge chord. Previous field load testing had been done and was complicated by differing site-specific conditions. The purpose of the ongoing laboratory study described herein is to compare field test results with controlled laboratory tests. A three-span bridge chord similar to that of the field bridge was constructed. It was then disassembled and reassembled into a two-span, and then into a one-span, specimen. Load testing was conducted on each specimen to examine the service load behavior of the specimens. Single-point and two-point loadings were used to simulate single and double axles of trains. Comparisons were made between the laboratory results, elementary analytical beam models, and a semi-continuous beam model. Unintended uplift occurred at the supports in the laboratory test set-up. Analytical modeling was modified to reflect this and improve predictions of the response. Additional laboratory tests are recommended on a specimen with support conditions modified to eliminate the uplift.

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Figures; References; Tables;
  • Pagination: 68 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00939312
  • Record Type: Publication
  • Report/Paper Numbers: MPC Report No. 02-139
  • Files: UTC, NTL, TRIS
  • Created Date: Mar 4 2003 12:00AM