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.
- Record URL:
- Record URL:
-
Corporate Authors:
North Dakota State University
Fargo, ND United States 58108 -
Authors:
- Gutkowski, R M
- Doyle, K R
- Balogh, J
- Publication Date: 2002-12
Language
- English
Media Info
- Media Type: Digital/other
- Features: Figures; References; Tables;
- Pagination: 68 p.
Subject/Index Terms
- TRT Terms: Laboratory tests; Load tests; Railroad bridges; Railroad trains; Supporting; Timber; Trestles; Uplift pressure
- Subject Areas: Bridges and other structures; Design; Highways; Railroads; Vehicles and Equipment; I24: Design of Bridges and Retaining Walls;
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