Study on flexural behavior of concrete slabs strengthened with externally prestressed recycled bead wires

被引:0
|
作者
Li, Yan [1 ]
Yao, Ziao [1 ]
Dong, Wenyang [2 ]
Ying, Daoheng [1 ]
机构
[1] Jilin Jianzhu Univ, Sch Civil Engn, Changchun, Jilin Province, Peoples R China
[2] 964th Hosp, Comp Sci & Technol Engn Ctr, Changchun, Jilin Province, Peoples R China
关键词
Recycled bead wires; Flexural behavior; Numerical simulation; Theoretical verification; Waste reclamation; RC BEAMS; ULTIMATE; TENDONS; STRESS;
D O I
10.1016/j.cscm.2024.e03456
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recycled bead wires were prestressed for reinforced concrete slabs using an innovative anchor that our research group created. In this work, four concrete slab groups were designed: three reinforced groups and one control group. In this work, four concrete slab groups: three reinforced groups, and one control group were designed. The reinforced slabs were subjected to controlled stretching stress of 720 MPa, 900 MPa, and 1080 MPa. Four-point bending static load experiments were performed to verify the recommended reinforcement method and assess the effect of different controlled stretching stress on slab bending performance. This paper presents an analysis of the bearing capacity, crack behaviour, stiffness, and ductility of the specimens. The superior tensile and flexural capabilities of recycled bead wires were used as external prestressing reinforcement materials, as evidenced by the results. The reinforced slab exhibited a maximum increase in ultimate bearing capacity of 142 %, resulting in a significant enhancement of its flexural bearing capacity. The overall stiffness of the slab was successfully increased using recycled bead wires, and the fractures of the reinforced slab exhibited characteristics of fine and dense material. The 'inverted arch' effect of prestressed steel wires efficiently controlled the breadth of the fracture, postponed the onset of cracks, and decreased the degree of specimen damage. The application of more controlled stretching stress was associated with higher carrying capacity, and this also better restricted the development and expansion of cracks. A numerical simulation of four sets of concrete slabs was conducted using ABAQUS, with a subsequent comparative analysis of the results obtained with those of the experimental tests. Furthermore, the feasibility of this type of reinforcement was also confirmed by theoretical analyses of ultimate load-carrying capacity and cracking deflection. Their low-carbon qualities can address issues with waste resources and create new concepts for recycled waste tires.
引用
收藏
页数:24
相关论文
共 50 条
  • [21] Fatigue Behavior of Reinforced Concrete Beams Strengthened with Externally Bonded Prestressed CFRP Sheets
    Huang, Hui
    Wang, Wen-Wei
    Dai, Jian-Guo
    Brigham, John C.
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2017, 21 (03)
  • [22] Flexural Behavior of Concrete One-way Slab Externally Prestressed with GFRP Tendons
    Gao, Danying
    Zhu, Yubin
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 988 - 994
  • [23] Experimental Flexural Behavior of Externally Prestressed Rectangular Reinforced Concrete Beams and Effective Parameters
    Omran, Ghasem M.
    Beygi, Morteza H. A.
    Dehestani, Mehdi
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2023, 47 (03) : 1379 - 1397
  • [24] Experimental Flexural Behavior of Externally Prestressed Rectangular Reinforced Concrete Beams and Effective Parameters
    Ghasem M. Omran
    Morteza H. A. Beygi
    Mehdi Dehestani
    Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2023, 47 : 1379 - 1397
  • [25] Mechanical Behavior Analysis of the Unbonded Prestressed Concrete Slabs with Openings Strengthened by Different Methods
    Cao, Xia
    Jin, Lingzhi
    Fu, Qiang
    Zhou, Hongmei
    Liu, Yaqiong
    Lan, Lijiang
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 1354 - +
  • [26] Experimental Study of Flexural Behavior of Reinforced Concrete Beam Strengthened with Prestressed Textile-Reinforced Mortar
    Park, Jongho
    Park, Sun-Kyu
    Hong, Sungnam
    MATERIALS, 2020, 13 (05)
  • [27] Experimental Study on Flexural Behavior of RC Beams Strengthened with Prestressed Ultra-high Performance Concrete
    Zhang Y.
    Huang S.
    Liu Y.
    Shao X.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2022, 49 (03): : 23 - 31
  • [28] Flexural behavior of precracked reinforced concrete beams strengthened externally by steel plates.
    Swamy, RN
    Mukhopadhyaya, P
    ACI STRUCTURAL JOURNAL, 1995, 92 (06) : 781 - 781
  • [29] Flexural behavior of reinforced concrete beams externally strengthened with ECC and FRP grid reinforcement
    Zhang, Zhigang
    Liu, Dawei
    Abdalla, Jamal A.
    Hawileh, Rami A.
    Qin, Fengjiang
    Xu, Xiaoqing
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 446
  • [30] Flexural behavior of reinforced concrete beams strengthened with externally bonded Aluminum Alloy plates
    Rasheed, Hayder A.
    Abdalla, Jamal
    Hawileh, Rami
    Al-Tamimi, Adil K.
    ENGINEERING STRUCTURES, 2017, 147 : 473 - 485