Experimental Characterization of Prefabricated Bridge Deck Panels Prepared with Prestressed and Sustainable Ultra-High Performance Concrete

[1]  A. Mirmiran,et al.  Lightweight UHPC-FRP Composite Deck System , 2017 .

[2]  M. Alwaeli,et al.  Properties of Concrete with Recycled Concrete Aggregate Containing Metallurgical Sludge Waste , 2020, Materials.

[4]  Kevin R. Mackie,et al.  Ultra-High-Performance Concrete Bridge Deck Reinforced with High-Strength Steel , 2011 .

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

[6]  Jingquan Wang,et al.  Flexural Behavior of the Innovative CA-UHPC Slabs with High and Low Reinforcement Ratios , 2019, Advances in Materials Science and Engineering.

[7]  George C. Lee,et al.  Seismic Performance of Precast Prestressed Concrete Bridge Girders Using Field-Cast Ultrahigh-Performance Concrete Connections , 2019, Journal of Bridge Engineering.

[9]  Thomas Keller,et al.  GFRP-Balsa Sandwich Bridge Deck: Concept, Design, and Experimental Validation , 2014 .

[10]  Brahim Benmokrane,et al.  State-of-the-art review on FRP sandwich systems for lightweight civil infrastructure , 2017 .

[11]  B. Yan,et al.  On Flexural Performance of Girder-To-Girder Wet Joint for Lightweight Steel-UHPC Composite Bridge , 2020 .

[12]  E. Brühwiler,et al.  Development of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) , 2006 .

[13]  Kevin R. Mackie,et al.  A super lightweight UHPC–HSS deck panel for movable bridges , 2016 .

[14]  Jianzhuang Xiao,et al.  Long-term deformation behaviour of recycled aggregate concrete , 2015 .

[15]  Xinyi Wang,et al.  Material Characterization for Sustainable Concrete Paving Blocks , 2019, Applied Sciences.