FATIGUE STRENGTH OF OVERLOADED BRIDGE COMPONENTS
The principal objective of this study is to investigate the fatigue behavior of a weldment subjected to periodic overloads. The three main aspects of this investigation are (1) the experimental determination of the fatigue strength of a welded detail with periodic overloads added to the constant amplitude stress cycling, (2) the application of fracture mechanics concepts to fatigue life prediction of periodically overloaded specimens, and (3) generalization of the results to other types of detail and determination of safe overloading conditions for steel bridges.
- Sponsored in part by Maryland State Highway Administration, Brooklandville. Bureau of Research.
University of Maryland, College ParkDepartment of Civil and Environmental Engineering
College Park, MD United States 20742
Brooklandville, MD United States 21022
Washington, DC United States 20590
- Albrecht, P
- Abtahi, A
- Irwin, G R
- Publication Date: 1976-6
- Pagination: 152 p.
- TRT Terms: Bridge members; Bridges; Cracking; Fatigue (Mechanics); Fatigue strength; Forecasting; Fracture mechanics; Highway bridges; Loads; Mathematical models; Metal bridges; Oversize loads; Steel; Steel bridges; Stresses; Weldments; Welds
- Uncontrolled Terms: Crack propagation; Fatigue life; Overloads
- Old TRIS Terms: Stress cycle
- Subject Areas: Bridges and other structures; Highways;
- Accession Number: 00146502
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: FHWA/MD/R-76/7 Final Rpt., FCP 45F2-182
- Files: TRIS, USDOT, STATEDOT
- Created Date: Feb 16 1977 12:00AM