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
  • [1] Reinforcing Effect of a Thin Basalt Fiber-reinforced Polymer Plywood Coating
    Kramar, Samuel
    Kral, Pavel
    [J]. BIORESOURCES, 2019, 14 (01): : 2062 - 2078
  • [2] Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber-Reinforced Biocemented Sand
    Xiao, Yang
    He, Xiang
    Evans, T. Matthew
    Stuedlein, Armin W.
    Liu, Hanlong
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2019, 145 (09)
  • [3] Tensile Strength of Fiber-Reinforced Soil
    Tang, Chao-Sheng
    Wang, De-Yin
    Cui, Yu-Jun
    Shi, Bin
    Li, Jian
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2016, 28 (07)
  • [4] Fatigue Behavior of Basalt Fiber-Reinforced Polymer Tendons for Prestressing Applications
    Wang, Xin
    Shi, Jianzhe
    Wu, Zhishen
    Zhu, Zhongguo
    [J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2016, 20 (03)
  • [5] EFFECT OF FIBER WAVINESS ON TENSILE STRENGTH OF FLAX FIBER-REINFORCED COMPOSITES
    Piyatuchsananon, Taweesak
    Furuya, Akira
    Goda, Koichi
    [J]. 20TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS, 2015,
  • [6] Effect of Fiber Orientation and Fiber Contents on the Tensile Strength in Fiber-Reinforced Composites
    Kim, Jin-Woo
    Lee, Dong-Gi
    [J]. JOURNAL OF NANOSCIENCE AND NANOTECHNOLOGY, 2010, 10 (05) : 3650 - 3653
  • [7] Shear strength characteristics of basalt fiber-reinforced loess
    Chong-kun Chen
    Gang Li
    Jia Liu
    Yu Xi
    Jing-jing Nan
    [J]. Scientific Reports, 13
  • [8] THE TENSILE-STRENGTH OF A FIBER-REINFORCED CERAMIC
    SCHWIETERT, HR
    STEIF, PS
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1991, 28 (03) : 299 - 315
  • [9] Shear strength characteristics of basalt fiber-reinforced loess
    Chen, Chong-kun
    Li, Gang
    Liu, Jia
    Xi, Yu
    Nan, Jing-jing
    [J]. SCIENTIFIC REPORTS, 2023, 13 (01)
  • [10] Experimental evaluation of the tensile bonding strength of the basalt fiber-reinforced polymer-concrete interface
    Chhorn, Buntheng
    Jung, WooYoung
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (15) : 3323 - 3334