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
收藏
页数:17
相关论文
共 50 条
  • [1] Effect of Macro Fibers on the Permeability and Crack Surface Topography of Layered Fiber Reinforced Concrete
    Zeng, Wei
    Wang, Weiqi
    Wang, Qiannan
    Li, Mengya
    Zhang, Lining
    Tong, Yunyun
    MATERIALS, 2024, 17 (08)
  • [2] Influence of Macro Synthetic Fibers on the Flexural Behavior of Reinforced Concrete Slabs with Opening
    Al-Rousan, Rajai Z.
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2022, 8 (09): : 2001 - 2021
  • [3] Effects of macro fibers on crack permeability evolution of concrete under loading
    Zeng W.
    Ding Y.
    Fuhe Cailiao Xuebao/Acta Materiae Compositae Sinica, 2020, 37 (09): : 2314 - 2323
  • [4] Early-age crack widths of thin fiber reinforced concrete overlays subjected to temperature gradients
    Kim, Min Ook
    Bordelon, Amanda C.
    Lee, Nam Kon
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 148 : 492 - 503
  • [5] Analysis for multi-linear stress-crack opening cohesive relationship: Application to macro-synthetic fiber reinforced concrete
    Reddy, K. Chiranjeevi
    Subramaniam, Kolluru V. L.
    ENGINEERING FRACTURE MECHANICS, 2017, 169 : 128 - 145
  • [6] STEEL FIBER-REINFORCED CONCRETE OVERLAYS ON ASPHALT PAVEMENTS
    IBUKIYAMA, S
    SETO, K
    KOKUBU, S
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1984, 81 (05): : 516 - 517
  • [7] Mechanical properties of mixed steel fiber reinforced concrete with the combination of micro and macro steel fibers
    Dhanapal, Jegatheeswaran
    Jeyaprakash, Sridhar
    STRUCTURAL CONCRETE, 2020, 21 (01) : 458 - 467
  • [8] Reduction of crack widths in ordinary reinforced concrete elements thanks to the addition of steel fibers
    Vandewalle, L
    Dupont, D
    COMPOSITES IN CONSTRUCTION, 2001, : 21 - 25
  • [9] Age-dependent properties of fiber-reinforced concrete for thin concrete overlays
    Kim, Min Ook
    Bordelon, Amanda C.
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 137 : 288 - 299