Cho Sanghwan, Bordelon Amanda C, Kim Min Ook
Department of Civil Engineering, Seoul National University of Science and Technology, 232 Gongneung-ro, Nowon-gu, Seoul 01811, Republic of Korea.
Mechanical and Civil Engineering Department, Utah Valley University, 800 West University Parkway, Orem, UT 84058, USA.
Polymers (Basel). 2024 Aug 12;16(16):2282. doi: 10.3390/polym16162282.
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.
宏观纤维已广泛应用于各种混凝土结构的建造中,包括桥梁、大坝、隧道、工业地坪和路面。然而,它们在减少混凝土路面裂缝开口宽度方面的有效性尚未得到充分探索。本研究旨在通过确定有效控制混凝土路面结构(特别是薄罩面)裂缝的最佳纤维类型和用量,来阐明纤维的作用。该研究调查了不同类型的纤维,如合成纤维和钢纤维,以及它们各自的用量如何减轻混凝土罩面中的裂缝扩展。此外,它还评估了纤维增强混凝土罩面与传统传力杆系统相比在减少裂缝宽度和整体路面耐久性方面的性能。研究结果旨在为在混凝土罩面中加入宏观纤维以增强结构完整性和使用寿命提供具体的设计标准。