Cracking in bridge decks is a common but difficult problem to control. Both research and experience show that the use of epoxy-coated reinforcement, which is mandated by most state departments of transportation (DOT’s) for bridge decks, increases cracking. Although the epoxy coating protects the steel from corrosion, bond strength is compromised and the increased cracking exacerbates durability issues in concrete. As a means to improve bond and reduce the formation of cracks, the Illinois Department of Transportation (IDOT) proposed texturizing the surface of epoxy-coated bars. IDOT developed a prototype textured epoxy coating and this report details a preliminary study on the bond strength of reinforcing bars with the new coating. Direct p...
Concrete cracking in structures is a ubiquitous problem which can lead to the deterioration of the s...
Concrete cracking in structures is a ubiquitous problem which can lead to the deterioration of the s...
Beam-end specimens were used to determine the effects of coating thickness (3 to 17 mils), bar size ...
2018PDFTech ReportFHWA-ICT-18-004R27-SP35Reinforcing barsBridge decksEpoxy coatingsPavement cracking...
The deterioration of bridge decks is a problem typically associated with the corrosion of the reinfo...
US Transportation Collection2021PDFTech ReportRoss, BrandonPoursaee, AmirSreedhara, SachinMueller, M...
Thirty-four slab specimens with splices and transverse steel were tested in the laboratory to evalua...
In this study, the results of an extensive field and laboratory investigation conducted to evaluate ...
The effects of deformation pattern! bar size, concrete cover, casting position, concrete slump 1 con...
The effects of deformation pattern! bar size, concrete cover, casting position, concrete slump 1 con...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
Beam-end specimens were used to determine the effects of coating thickness (3 to 17 mils), bar size ...
Concrete cracking in structures is a ubiquitous problem which can lead to the deterioration of the s...
Concrete cracking in structures is a ubiquitous problem which can lead to the deterioration of the s...
Beam-end specimens were used to determine the effects of coating thickness (3 to 17 mils), bar size ...
2018PDFTech ReportFHWA-ICT-18-004R27-SP35Reinforcing barsBridge decksEpoxy coatingsPavement cracking...
The deterioration of bridge decks is a problem typically associated with the corrosion of the reinfo...
US Transportation Collection2021PDFTech ReportRoss, BrandonPoursaee, AmirSreedhara, SachinMueller, M...
Thirty-four slab specimens with splices and transverse steel were tested in the laboratory to evalua...
In this study, the results of an extensive field and laboratory investigation conducted to evaluate ...
The effects of deformation pattern! bar size, concrete cover, casting position, concrete slump 1 con...
The effects of deformation pattern! bar size, concrete cover, casting position, concrete slump 1 con...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
The effects of coating thickness, deformation pattern, and bar size on the reduction in bond strengt...
Beam-end specimens were used to determine the effects of coating thickness (3 to 17 mils), bar size ...
Concrete cracking in structures is a ubiquitous problem which can lead to the deterioration of the s...
Concrete cracking in structures is a ubiquitous problem which can lead to the deterioration of the s...
Beam-end specimens were used to determine the effects of coating thickness (3 to 17 mils), bar size ...