The Effect of Fatigue and Creep on Shear-Critical RC Beams Reinforced with CFRP Laminate Stirrups | |||||||||
Status |
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Sequential Number | R144 | ||||||||
Matching Research Agency | Office of the Dean of Engineering, Texas Tech University | ||||||||
Principal Investigator |
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Student Involvement | One undergraduate student. | ||||||||
Project Objectives | To determine the effect of under strength concrete, fatigue and creep loading on reinforced concrete beams externally reinforced for shear with CFRP strips | ||||||||
Anticipated Benefits | This project will benefit State DOT's in their efforts to upgrade transportation infrastructure by quantifying the effects of long-term loading (both static and dynamic) and under strength concrete on bridge beam remediation techniques. | ||||||||
Modal Orientation | Upgrading, and Rehabilitation | ||||||||
Milestones |
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Relationship to other Research/Projects | This project uses methodology similar to a current project examining the effect of fatigue loading on CFRP-stiffened wooden box beams | ||||||||
Technology Transfer Activities | A self-contained lecture will be prepared and made available on CD describing the research activity, and progress reports and results will be posted on the UTC website. | ||||||||
Transportation Research Board Keywords | Concrete, fatigue, bridge |