Increasing traffic loads and changes in code provisions lead to deficits in shear and flexural capacity of many existing highway bridges. Therefore, a large number of structures are expected to require refurbishment and strengthening in the future. This projection is based on the current condition of many older road bridges. Different strengthening methods for bridges exist to extend their service life, all having specific advantages and disadvantages. By applying a thin layer of carbon textile-reinforced mortar (CTRM) to bridge deck slabs and the webs of pre-stressed concrete bridges, the fatigue and ultimate strength of these members can be increased significantly. The CTRM layer is a combination of a corrosion resistant carbon fiber rein...
About 77,600 bridges throughout the United States in the Federal Highway Association (FHWA) bridge d...
Carbon fiber reinforced polymer (CFRP) bars were prestressed for the structural strengthening of 8 T...
Abstract This paper presents an investigation on the practicability and structural efficiency of pr...
Increasing traffic loads and changes in code provisions lead to deficits in shear and flexural capac...
This paper explores the use of Carbon fiber reinforced polymer (CFRP) material for strengthening of ...
Bridges worldwide are falling into a state of disrepair caused by deterioration, traffic overloading...
This thesis presents the results of a pilot study to apply externally bonded Carbon Fiber Reinforced...
Two different design problems are commonly encountered by highway bridge maintenance engineers: the ...
Due to corrosion and the continuous demand to increase traffic loads, there is a great need for an e...
Graduation date: 2012During the interstate expansion of the 1950s, many conventionally reinforced co...
789278396Final report.PDFTech ReportFHWA-OR-RD-12-12SPR 712Concrete bridgesReinforced concrete bridg...
Every year many prestressed concrete (P/C) girder bridges in Iowa are damaged by overheight vehicles...
One of the aims of applying sustainable development to bridge infrastructure was to provide bridge o...
Summary: An innovative strengthening technique is applied for the first time in this study to provid...
Final report appendices.PDFTech ReportFHWA-OR-RD-12-12SPR 712Carbon fibersFiber reinforced concreteR...
About 77,600 bridges throughout the United States in the Federal Highway Association (FHWA) bridge d...
Carbon fiber reinforced polymer (CFRP) bars were prestressed for the structural strengthening of 8 T...
Abstract This paper presents an investigation on the practicability and structural efficiency of pr...
Increasing traffic loads and changes in code provisions lead to deficits in shear and flexural capac...
This paper explores the use of Carbon fiber reinforced polymer (CFRP) material for strengthening of ...
Bridges worldwide are falling into a state of disrepair caused by deterioration, traffic overloading...
This thesis presents the results of a pilot study to apply externally bonded Carbon Fiber Reinforced...
Two different design problems are commonly encountered by highway bridge maintenance engineers: the ...
Due to corrosion and the continuous demand to increase traffic loads, there is a great need for an e...
Graduation date: 2012During the interstate expansion of the 1950s, many conventionally reinforced co...
789278396Final report.PDFTech ReportFHWA-OR-RD-12-12SPR 712Concrete bridgesReinforced concrete bridg...
Every year many prestressed concrete (P/C) girder bridges in Iowa are damaged by overheight vehicles...
One of the aims of applying sustainable development to bridge infrastructure was to provide bridge o...
Summary: An innovative strengthening technique is applied for the first time in this study to provid...
Final report appendices.PDFTech ReportFHWA-OR-RD-12-12SPR 712Carbon fibersFiber reinforced concreteR...
About 77,600 bridges throughout the United States in the Federal Highway Association (FHWA) bridge d...
Carbon fiber reinforced polymer (CFRP) bars were prestressed for the structural strengthening of 8 T...
Abstract This paper presents an investigation on the practicability and structural efficiency of pr...