Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Enhancement of Welded Steel Bridge Girders Susceptible to Distortion-Induced Fatigue, Appendices
The goal of this study was to develop and evaluate the performance of retrofit techniques for existing steel bridges that have already sustained damage due to distortion-induced fatigue, or are anticipated to experience distortion-induced fatigue cracking within their design life. A second goal was to evaluate the use of new technologies and materials for repairing distortion-induced fatigue damage in steel bridges. This report is the appendices of the final report.
Enhancement of Welded Steel Bridge Girders Susceptible to Distortion-Induced Fatigue, Appendices
The goal of this study was to develop and evaluate the performance of retrofit techniques for existing steel bridges that have already sustained damage due to distortion-induced fatigue, or are anticipated to experience distortion-induced fatigue cracking within their design life. A second goal was to evaluate the use of new technologies and materials for repairing distortion-induced fatigue damage in steel bridges. This report is the appendices of the final report.
Enhancement of Welded Steel Bridge Girders Susceptible to Distortion-Induced Fatigue, Appendices
C. Bennett (Autor:in) / A. Matamoros (Autor:in) / R. Barrett-Gonzalez (Autor:in) / S. Rolfe (Autor:in)
2014
368 pages
Report
Keine Angabe
Englisch
Distortion-Induced Fatigue Cracking of Bridge Girders - Design Issues
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Fatigue considerations for the welded steel bridge girders at FAST
| IuD Bahn | 2012