Durability performance and long-term prediction models of sand-coated basalt FRP bars

被引:92
作者
Ali, Ahmed H. [1 ,3 ]
Mohamed, Hamdy M. [2 ,3 ,5 ]
Benmokrane, Brahim [2 ]
ElSafty, Adel [4 ]
Chaallal, Omar [1 ]
机构
[1] Ecole Technol Super, Dept Construct Engn, Montreal, PQ, Canada
[2] Univ Sherbrooke, Dept Civil Engn, Sherbrooke, PQ, Canada
[3] Helwn Univ, Dept Civil Engn, Cairo, Egypt
[4] Univ North Florida, Sch Engn, Civil Engn, Jacksonville, FL USA
[5] East Carolina Univ, Coll Engn & Technol, Greenville, NC USA
基金
加拿大自然科学与工程研究理事会;
关键词
Basalt-FRP; Tensile strength; Alkaline solution; Flexural strength; Transverse shear-strength; interlaminar shear-strength; Durability; REINFORCING BARS; GFRP BARS; FIBER; BEHAVIOR; EXPOSURE;
D O I
10.1016/j.compositesb.2018.08.065
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Basalt-fiber-reinforced polymer (BFRP) bars are expected to provide benefits that are comparable or superior to other types of FRP while being significantly cost-effective. However, extensive investigations are needed to evaluate the long-term characteristics and durability performance of these bars. This article presents an experimental study that investigated the physical, mechanical, microstructural, and durability characteristics of newly developed basalt-fiber-reinforced polymer (BFRP) bars. The physical, mechanical properties and micro structural characteristics were evaluated first on the unconditioned BFRP bars. The durability performance of the BFRP bars was then assessed by conducting the mechanical tests, such as transverse-shear test, flexural test, and interlaminar-shear test, on the specimens after different exposure periods (1000; 3000; and 5000 h) at 60 degrees C. Thereafter, the BFRP bar properties were assessed and compared with the values obtained on the unconditioned specimens. The test parameter was conditioning time (1000; 3000; and 5000 h). The test results revealed that the unconditioned BFRP bars had the best physical properties. On the other hand, the long-term durability performance revealed that the transverse shear-strength, flexural-strength, and interlaminar shear-strength retention were decreased by 12%, 19%, and 21%, respectively.
引用
收藏
页码:248 / 258
页数:11
相关论文
共 50 条
  • [1] ACI, 2008, 440 ACI COMM
  • [2] ACI (American Concrete Institute), 2004, 4404R04 ACI
  • [3] Ali AH, 2017, 5 INT C DUR FIBR REI
  • [4] Shear resistance of RC circular members with FRP discrete hoops versus spirals
    Ali, Ahmed H.
    Mohamed, Hamdy M.
    Chaallal, Omar
    Benmokrane, Brahim
    Ghrib, Faouzi
    [J]. ENGINEERING STRUCTURES, 2018, 174 : 688 - 700
  • [5] Statistical analysis and theoretical predictions of the tensile-strength retention of glass fiber-reinforced polymer bars based on resin type
    Ali, Ahmed H.
    Benmokrane, Brahim
    Mohamed, Hamdy M.
    Manalo, Allan
    El-Safty, Adel
    [J]. JOURNAL OF COMPOSITE MATERIALS, 2018, 52 (21) : 2929 - 2948
  • [6] Shear Strength of Circular Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars and Spirals
    Ali, Ahmed H.
    Mohamed, Hamdy M.
    Benmokrane, Brahim
    [J]. ACI STRUCTURAL JOURNAL, 2017, 114 (01) : 39 - 49
  • [7] Basalt fiber reinforced polymer grids as an external reinforcement for reinforced concrete structures
    Ali, Nageh Mohammed
    Wang, Xin
    Wu, Zhishen
    Hassanein, Ahmed Yehia
    [J]. JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2015, 34 (19) : 1615 - 1627
  • [8] [Anonymous], 2004, ACI Committee 440.
  • [9] [Anonymous], 2010, S80710 CANCSA
  • [10] [Anonymous], 2010, D570 ASTM