Enhancement of welded steel bridge girders susceptible to distortion-induced fatigue.
-
2014-10-01
Details
-
Creators:
-
Corporate Creators:
-
Corporate Contributors:
-
Subject/TRT Terms:
-
Publication/ Report Number:
-
Resource Type:
-
Geographical Coverage:
-
Corporate Publisher:
-
Abstract: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. ; While a number of retrofit techniques exist for repairing distortion-induced fatigue cracking, many of ; them require partial or full bridge closure to perform the repair. The retrofits developed under this project are ; intended to be able to be installed with minimal disturbance to traffic. Four primary subject matters are ; reported on within this document: (1) the development of the “angles-with-plate” distortion-induced fatigue ; repair; (2) development of fiber reinforced polymer (FRP) repairs for distortion-induced fatigue and in-plane ; fatigue; (3) development of Piezoelectric Induced Compressive Kinetics (PICK) technology for treatment of ; crack-arrest holes; and (4) a series of analytical investigations aimed at better understanding distortion-induced fatigue susceptibility of skewed bridge systems.
-
Format:
-
Funding:
-
Download URL:
-
File Type:
-
Collection(s):
-
Main Document Checksum:urn:sha-512:f8d9e281c7d4df2df7db60b9038b498cfbf793eb89354e98801af2d8cc20f44d072b1c70faa77e49ff41bb06bd237ebc751503de8e2f54c308a9feb2af475a7c