Bennett, C., Yu, D., Matamoros, A., Chen, Y., & Rolfe, S. (2014). Repair of Skewed Steel Bridges Damaged by Distortion-Induced Fatigue (Report No. 25-1121-0003-246). University of Nebraska--Lincoln. https://rosap.ntl.bts.gov/view/dot/36642
Bennett, Caroline, Danqing Yu, Adolfo Matamoros, Yaqing Chen, and Stan Rolfe. Repair of Skewed Steel Bridges Damaged by Distortion-Induced Fatigue. Report no. 25-1121-0003-246. University of Nebraska--Lincoln, 2014. https://rosap.ntl.bts.gov/view/dot/36642.
Bennett, Caroline, et al. Repair of Skewed Steel Bridges Damaged by Distortion-Induced Fatigue. University of Nebraska--Lincoln, 2014, Report no. 25-1121-0003-246, ROSA P. https://rosap.ntl.bts.gov/view/dot/36642.
This study was aimed at assessing the performance of the newly-developed angles-with-plate retrofit for repairing distortion-induced fatigue in skewed girder-to-crossframe connections. Two physical tests were performed on skewed girder-crossframe assemblies, in which distortion-induced fatigue cracks were generated. One specimen was skewed 20- deg., and the other was skewed 40-deg. The angles-with-plate retrofit was applied in both set-ups, and the crack propagation rates were compared before and after retrofitting. It was found that the angles-with-plate retrofit was very effective in significantly reducing crack propagation in both of the skewed specimens. A series of computer simulations were performed in which the specimens were modeled in the uncracked, cracked, and retrofitted configurations. The computer simulation results agreed well with the experimental findings, showing that the retrofit successfully reduced stress demands in the connection details.
Bennett, C., Yu, D., Matamoros, A., Chen, Y., & Rolfe, S. (2014). Repair of Skewed Steel Bridges Damaged by Distortion-Induced Fatigue (Report No. 25-1121-0003-246). University of Nebraska--Lincoln. https://rosap.ntl.bts.gov/view/dot/36642
Bennett, Caroline, Danqing Yu, Adolfo Matamoros, Yaqing Chen, and Stan Rolfe. Repair of Skewed Steel Bridges Damaged by Distortion-Induced Fatigue. Report no. 25-1121-0003-246. University of Nebraska--Lincoln, 2014. https://rosap.ntl.bts.gov/view/dot/36642.
Bennett, Caroline, et al. Repair of Skewed Steel Bridges Damaged by Distortion-Induced Fatigue. University of Nebraska--Lincoln, 2014, Report no. 25-1121-0003-246, ROSA P. https://rosap.ntl.bts.gov/view/dot/36642.
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