论文信息 - Lap-Spliced Rebar Connections with UHPC Closures - 字舞流文

Lap-Spliced Rebar Connections with UHPC Closures

Benjamin A. Graybeal | Zachary B. Haber | Z. Haber | B. Graybeal

[1] Benjamin A. Graybeal,et al. Development of Direct Tension Test Method for Ultra-High- Performance Fiber-Reinforced Concrete , 2013 .

[2] Young Soo Yoon,et al. Material and bond properties of ultra high performance fiber reinforced concrete with micro steel fibers , 2014 .

[3] Eivind Hognestad,et al. Concrete Stress Distribution in Ultimate Strength Design , 1955 .

[4] Mahmoud A. Issa,et al. Field performance of full depth precast concrete panels in bridge deck reconstruction , 1995 .

[5] Marc Quiertant,et al. Bond behaviour of reinforcing bars in UHPFRC , 2016 .

[6] Rilem. RILEM Technical Recommendations for the testing and use of construction materials , 1994 .

[7] J. Lee,et al. Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Moment Connection for Precast Concrete Decks , 2015 .

[8] C. Măgureanu,et al. Mechanical Properties and Durability of Ultra-High-Performance Concrete , 2012 .

[9] Benjamin A. Graybeal,et al. Bond of Reinforcement in Ultra-High-Performance Concrete , 2015 .

[10] Devin K. Harris,et al. The Challenges Related to Interface Bond Characterization of Ultra-High-Performance Concrete With Implications for Bridge Rehabilitation Practices , 2014 .

[11] Jean-Philippe Charron,et al. Bond strength of tension lap splice specimens in UHPFRC , 2015 .

[12] B. Graybeal. Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete , 2007 .