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Cyclic Behavior of Lap Splices Strengthened with Ultrahigh Performance Fiber-Reinforced Concrete
Publisher: American Society of Civil Engineers
Tension Lap Splices Strengthened with Ultrahigh-Performance Fiber-Reinforced Concrete
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of an experimental program undertaken for evaluating the effectiveness of ultrahigh performance fiber-reinforced concrete (UHPFRC) for strengthening deficient tension lap splices. A total ...
Dynamic Loading Effect Testing of a Modular Truss Bridge: Procedures and Resultant Data Set
Publisher: ASCE
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 ...
Dynamic Load Effects of Wheeled and Tracked Military Vehicles on a Steel Girder Composite Bridge
Publisher: ASCE
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 ...
Ballistic Resistance of UHPFRC Panels Subjected to Armor-Piercing Projectiles
Publisher: ASCE
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 ...
Seismic Retrofitting of Rectangular Bridge Piers with Deficient Lap Splices Using Ultrahigh-Performance Fiber-Reinforced Concrete
Publisher: American Society of Civil Engineers
Abstract: The effectiveness of an innovative retrofitting method using ultrahigh-performance fiber- concrete (UHPFRC) was investigated experimentally on RC bridge piers with deficient lap splice details. The objective is to study ...
Comparative Dynamic Load Effects of Tracked and Wheeled Military Vehicles on Bridges
Publisher: ASCE
Abstract: The perceived and observed differences in the dynamic behavior between wheeled and tracked military vehicles should be considered when applying appropriate dynamic load effect values for bridge design and assessment. Based ...