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Flexural Behavior of a Carbon Fiber–Reinforced Polymer Prestressed Decked Bulb T-Beam Bridge System
Publisher: American Society of Civil Engineers
Abstract: Experimental and numerical investigations were conducted to evaluate the performance of a newly developed bridge system. Through the investigation, a decked bulb T-beam bridge model was constructed, instrumented, and tested ...
Flexural Behavior of CFRP Precast Prestressed Decked Bulb <i>T</i>-Beams
Publisher: American Society of Civil Engineers
Abstract: This study introduces an innovative scheme of bridge superstructure for expedited construction, improved serviceability, and extended life span. The new bridge superstructure is assembled from precast prestressed decked bulb
Performance of Carbon-Fiber-Reinforced Polymer Stirrups in Prestressed-Decked Bulb T-Beams
Publisher: American Society of Civil Engineers
Effect of Temperature Fluctuation and Severe Environments on Durability of CFRP Strands
Publisher: ASCE
Abstract: This paper will present the results from an experimental study to examine the effect of severe environmental conditions on the performance of carbon fiber–reinforced polymer (CFRP) prestressed concrete members. Six 4.8 m ...
Design, Construction, and Monitoring of US Longest Highway Bridge Span Prestressed with CFRP Strands
Publisher: ASCE
Abstract: Prestressed with carbon fiber-reinforced polymer (CFRP) strands, a 42.2 m (138.3 ft) long single-span highway bridge superstructure was recently constructed to carry Interstate I-75 Highway over Sexton/Kilfoil Drain in ...
Effect of Elevated Temperatures on the Mechanical Properties and Relaxation of CFRP Strands
Publisher: ASCE
Abstract: Although prestressing carbon fiber–reinforced polymer (CFRP) strands outperform steel strands on different levels, such as strength and durability, their performance under elevated temperatures remains a susceptible design ...