Flexural failure properties of fiber-reinforced hybrid laminated beam subject to three-point bending

被引:0
|
作者
Tefera, Getahun [1 ]
Adali, Sarp [1 ]
Bright, Glen [1 ]
机构
[1] Univ KwaZulu Natal, Discipline Mech Engn, Durban, South Africa
来源
SCIENTIFIC REPORTS | 2024年 / 14卷 / 01期
关键词
Flexural failure properties; Carbon/epoxy; Glass/epoxy; Hybrid ratio; Classical lamination plate theory; EPOXY COMPOSITES; STACKING-SEQUENCE; OPTIMUM DESIGN; S-2; GLASS; CARBON; HYBRIDIZATION; BEHAVIOR;
D O I
10.1038/s41598-024-60078-7
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The present study investigates the flexural failure properties of a hybrid laminate beam subjected to three-point bending. A symmetrically laminated hybrid beam is constructed using high-strain and inexpensive glass fibre on the top layers and low-strain and expensive carbon fiber on the middle layers. Classical lamination plate theory is used to find the stress and strain distribution that occurs due to the bending moment on the compressive side. The theoretical failure limits of the laminated hybrid beam are analyzed considering the targeted span-to-depth ratios, volume fractions of the fibers and hybrid ratios using the Tsai-Wu failure criterion and Matlab codes. Using the graph of failure index versus hybrid ratios, the minimum thickness of carbon fiber needed for the delay of failure and cost efficiency of the laminated hybrid beam is identified by applying the linear interpolation method. The numerical results indicate that the failure index increases with the increasing loading span and decreases when the volume fraction of fiber increases. In particular, the placement of glass fiber on the top layer of the laminated hybrid beam might have contributed to obtaining higher strains and curvatures before the catastrophic failure properties of carbon fiber. The flexural stiffness of the laminates is found to increase when the hybrid ratio increases. Overall, it is noted that the theoretical analysis is one method that is less time-consuming and cost-effective than other alternative approaches, such as finite element methods and experimental tests to estimate the minimum thickness of high-stiffness and the expensive material needed to maintain the strength and stiffness of the hybrid composite structures over long periods.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] Flexural strengths of conventional and nanofilled fiber-reinforced composites: a three-point bending test
    Sfondrini, Maria Francesca
    Massironi, Sarah
    Pieraccini, Giulia
    Scribante, Andrea
    Vallittu, Pekka K.
    Lassila, Lippo V.
    Gandini, Paola
    [J]. DENTAL TRAUMATOLOGY, 2014, 30 (01) : 32 - 35
  • [2] Flexural toughness of hybrid fiber reinforced high-performance concrete under three-point bending
    Xia, Dongtao
    Liu, Xiangkun
    Zhou, Boru
    [J]. ARCHITECTURE, BUILDING MATERIALS AND ENGINEERING MANAGEMENT, PTS 1-4, 2013, 357-360 : 1110 - 1114
  • [3] The three-point bending test of fiber-reinforced composite root canal posts
    Bialy, Michal
    Szust, Agnieszka
    Napadlek, Piotr
    Dobrzynski, Maciej
    Wieckiewicz, Wlodzimierz
    [J]. ADVANCES IN CLINICAL AND EXPERIMENTAL MEDICINE, 2020, 29 (09): : 1111 - 1116
  • [4] Three-point bending strength of continuous carbon fiber-reinforced silicon nitride
    Ogawa, Kinya
    Kuraishi, Akira
    Nishida, Toshihiko
    [J]. Zairyo/Journal of the Society of Materials Science, Japan, 1995, 44 (503): : 1074 - 1079
  • [5] Flexural Behavior of Fiber Reinforced Cemented Tailings Backfill Under Three-Point Bending
    Cao, Shuai
    Xue, Gaili
    Yilmaz, Erol
    [J]. IEEE ACCESS, 2019, 7 : 139317 - 139328
  • [7] A Proposed Evaluation Method for Three-Point Beam Tests of Fiber-Reinforced Concrete
    Juhasz, Karoly Peter
    [J]. JOURNAL OF TESTING AND EVALUATION, 2021, 49 (05) : 3838 - 3858
  • [8] Asymmetric three-point bending of a laminated beam containing a delamination
    Toya, Masayuki
    Iryou, Takeshi
    Kirioka, Ken
    Aritomi, Masao
    [J]. Nippon Kikai Gakkai Ronbunshu, A Hen/Transactions of the Japan Society of Mechanical Engineers, Part A, 1994, 60 (578): : 2266 - 2272
  • [9] Bending damage and fractal characteristics of steel fiber-reinforced concrete under three-point bending test
    Ren, Huilan
    Li, Tao
    Ning, Jianguo
    Song, Shuizhou
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2023, 409
  • [10] Empirical approach for the residual flexural tensile strength of steel fiber-reinforced concrete based on notched three-point bending tests
    Oettel, Vincent
    Schulz, Markus
    Haist, Michael
    [J]. STRUCTURAL CONCRETE, 2022, 23 (02) : 993 - 1004