Abstract: Experimental bridge testing often produces large data sets that may have applicability to many analysis goals within bridge engineering. To ensure the persistence of these records for future analysis, it is essential to ...

Abstract: The perceived and observed differences in the dynamic behavior between wheeled and tracked military vehicles should be accounted for in the application of appropriate dynamic load effect values for bridge design and ...

Abstract: In this study, thin armor panels were designed and constructed using ultra-high-performance fiber-reinforced concrete (UHPFRC), and their ballistic resistance to armor-piercing small arms fire was assessed. The fiber dosages ...

Abstract: This paper presents a comprehensive overview of recent developments in the performance evaluation and flexural response of existing bridges from fundamental concepts to advanced topics. The focus is particularly on the ...

Abstract: A technique for strengthening damaged concrete beams using prestressed carbon fiber reinforced polymer (CFRP) sheets was developed at Queen’s University and the Royal Military College of Canada. As part of this study, an ...

Abstract: This paper presents the flexural behavior of reinforced concrete beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) sheets using nonmetallic anchor systems. The developed nonmetallic anchor systems ...

Abstract: This paper presents a novel anchoring technique for strengthening reinforced concrete beams with prestressed carbon fiber- reinforced polymer (CFRP) sheets. Permanent steel anchors are commonly used for the application of ...

Abstract: Research into the use of fiber-reinforced polymers (FRPs) in structures at the Royal Military College of Canada (RMC) during the past two decades has largely focused on two important military engineering goals—mobility and ...

Abstract: This paper describes detailed flexural behavior, including live load distributions, of a four-span prestressed concrete girder bridge supported by