COMPOSITE REPAIR OF RAILROAD CROSSTIES THROUGH THE PROCESS OF SHEAR SPIKING
The document reports on an investigation into the effects of Z-spiking with fiber reinforced polymer (FRP) rods have on the flexural stiffness and repair of deteriorated railroad crossties. The tests were conducted as a pilot study for repairing full scale bridges. The report presents results of the study that show an increase in flexural stiffness when shear spikes were inserted into the crossties. The results also indicate that the use of FRP shear spikes as a reinforcement method dramatically increased the flexural stiffness of the crossties and helped to offset the deterioration from decay. Additionally, the shear spikes and epoxy resin show a strong possibility for repairing decay voids present on the surface of the deteriorated crossties as well as their interior portions.
- Record URL:
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Corporate Authors:
North Dakota State University
Fargo, ND United States 58108 -
Authors:
- Schilling, TJT
- Gutkowski, R M
- Radford, D
- Publication Date: 2004-6
Language
- English
Media Info
- Media Type: Digital/other
- Features: Appendices; Figures; References; Tables;
- Pagination: 106 p.
Subject/Index Terms
- TRT Terms: Epoxy resins; Fiber reinforced plastics; Flexural strength; Load tests; Maintenance; Polymer fibers; Railroad tracks; Repair and maintenance businesses; Shear properties; Spikes; Stiffness; Track components; Wood ties
- Subject Areas: Maintenance and Preservation; Railroads;
Filing Info
- Accession Number: 00978844
- Record Type: Publication
- Report/Paper Numbers: MPC Report No. 04-163
- Files: UTC, TRIS
- Created Date: Sep 13 2004 12:00AM