CSV
RISAssessment of Development and Lap-Splice Lengths for New Generation GFRP Bars in Flexural Concrete Bridge and Structural Members
Publisher: American Society of Civil Engineers
Abstract: Abstract This study investigates the development and lap-splice length of high-modulus, high-tensile-strength
new generation glass fiber–reinforced polymer (GFRP) bars under tension in concrete
bridge and structural members. ...
Bond Strength of Staggered and Nonstaggered GFRP Lap-Spliced Bars in Normal and Fiber-Reinforced Concrete Beams
Publisher: American Society of Civil Engineers
Abstract: Abstract This study evaluated the performance of glass fiber–reinforced polymer (GFRP) lap-spliced
bars in concrete beams, focusing on the effects of splice configuration and the use
of fiber-reinforced concrete using ...