The Effect of Prestressing and Temperature on Tensile Strength of Basalt Fiber-Reinforced Plywood

被引:6
|
作者
Lohmus, Rynno [1 ]
Kallakas, Heikko [2 ]
Tuhkanen, Eero [2 ]
Gulik, Volodymyr [1 ]
Kiisk, Madis [1 ]
Saal, Kristjan [1 ]
Kalamees, Targo [2 ]
机构
[1] Univ Tartu, Inst Phys, W Ostwaldi 1, EE-50090 Tartu, Estonia
[2] Tallinn Univ Technol, Ehitajate Tee 5, EE-12616 Tallinn, Estonia
关键词
basalt fiber; plywood; reinforcement; layered structures; properties; CARBON-FIBER; BONDING STRENGTH; TECHNOLOGICAL PROPERTIES; WOOD; PINE; COMPOSITES; PARAMETERS; STRESS;
D O I
10.3390/ma14164701
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The reinforcement of plywood is demonstrated by laminating pretensioned basalt fibers between veneer sheets, to fabricate so-called prestressed plywood. Belt type basalt fibers bearing a specific adhesion promoting silane sizing were aligned between veneer sheets with 20 mm spacing and were pretensioned at 150 N. Three-layer plywood samples were prepared and tested for tensile strength at room temperature and at 150 degrees C. The room temperature tensile tests revealed a 35% increase in tensile strength for prestressed plywood compared to that of the conventional specimen. The reinforcement effect deteriorated at 150 degrees C but was restored upon cooling to room temperature. The deterioration is attributed to the weakening of bonding between the basalt fibers and phenolic resin matrix at elevated temperatures due to the softening of the resin.
引用
收藏
页数:9
相关论文
共 50 条
  • [21] Relaxation behavior of prestressing basalt fiber-reinforced polymer tendons considering anchorage slippage
    Shi, Jianzhe
    Wang, Xin
    Huang, Huang
    Wu, Zhishen
    JOURNAL OF COMPOSITE MATERIALS, 2017, 51 (09) : 1275 - 1284
  • [22] Investigation on Strength and Durability of Basalt Fiber-Reinforced Pavement Concrete
    Zhennan Li
    Aiqin Shen
    Zhengtong Chen
    Yinchuan Guo
    International Journal of Pavement Research and Technology, 2024, 17 : 325 - 334
  • [23] Investigation on Strength and Durability of Basalt Fiber-Reinforced Pavement Concrete
    Li, Zhennan
    Shen, Aiqin
    Chen, Zhengtong
    Guo, Yinchuan
    INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2024, 17 (02) : 325 - 334
  • [24] Splitting Tensile Strength of Fiber-Reinforced and Biocemented Sand
    Choi, Sun-Gyu
    Hoang, Tung
    Alleman, E. James
    Chu, Jian
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2019, 31 (09)
  • [25] COMPUTATIONAL MODEL OF THE TENSILE STRENGTH OF FIBER-REINFORCED CONCRETE
    Sylovanyuk, V. P.
    Yukhym, R. Ya.
    Lisnichuk, A. E.
    Ivantyshyn, N. A.
    MATERIALS SCIENCE, 2015, 51 (03) : 340 - 347
  • [26] TENSILE-STRENGTH OF DISCONTINUOUS FIBER-REINFORCED COMPOSITES
    TERMONIA, Y
    JOURNAL OF MATERIALS SCIENCE, 1990, 25 (11) : 4644 - 4653
  • [27] Computational Model of the Tensile Strength of Fiber-Reinforced Concrete
    V. P. Sylovanyuk
    R. Ya. Yukhym
    А. E. Lisnichuk
    N. А. Ivantyshyn
    Materials Science, 2015, 51 : 340 - 347
  • [28] THE TENSILE-STRENGTH OF UNIDIRECTIONAL FIBER-REINFORCED COMPOSITES
    BAZHENOV, SL
    BERLIN, AA
    DOKLADY AKADEMII NAUK SSSR, 1985, 283 (06): : 1386 - 1390
  • [29] Concrete Contribution to Shear Strength of Beams Reinforced with Basalt Fiber-Reinforced Bars
    El Refai, Ahmed
    Abed, Farid
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2016, 20 (04)
  • [30] Evaluation of the scale effect for the tensile strength of aligned flax fiber-reinforced composites
    Andersons, Janis
    CONSTRUCTION MATERIALS AND STRUCTURES, 2014, : 1310 - 1316