Effects of Macro Fibers on Crack Opening Reduction in Fiber Reinforced Concrete Overlays

被引:0
|
作者
Cho, Sanghwan [1 ]
Bordelon, Amanda C. [2 ]
Kim, Min Ook [1 ]
机构
[1] Seoul Natl Univ Sci & Technol, Dept Civil Engn, 232 Gongneung Ro, Seoul 01811, South Korea
[2] Utah Valley Univ, Mech & Civil Engn Dept, 800 West Univ Pkwy, Orem, UT 84058 USA
关键词
macro fibers; crack opening width; fiber-reinforced concrete; concrete overlays; pavement design; HIGH-PERFORMANCE CONCRETE; STEEL FIBER; MECHANICAL-PROPERTIES; SYNTHETIC-FIBER; CEMENTITIOUS COMPOSITES; POLYPROPYLENE FIBERS; STRENGTH PROPERTIES; SHRINKAGE CRACKING; FRACTURE-BEHAVIOR; POLYESTER FIBER;
D O I
10.3390/polym16162282
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
Macro fibers have been extensively used in the construction of various concrete structures, including bridges, dams, tunnels, industrial floors, and pavements. However, their effectiveness in reducing crack opening widths in concrete pavements has not been fully explored. This study aims to delineate the role of fibers by identifying the optimal types and volumes for effectively controlling cracks in concrete pavement structures, particularly in thin overlays. The research investigates how different fiber types, such as synthetic and steel, and their respective volumes can mitigate crack propagation in concrete overlays. Additionally, it evaluates the performance of fiber-reinforced concrete overlays compared to conventional dowel bar systems in terms of crack width reduction and overall pavement durability. The findings aim to provide specific design criteria for incorporating macro fibers in concrete overlays to enhance structural integrity and longevity.
引用
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页数:17
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