Experimental and numerical investigation of the usability of nonwoven hemp as a reinforcement material

被引:3
作者
Savas, Sedat [1 ]
Bakir, Dursun [1 ]
Akcaat, Yusuf Kenan [1 ]
机构
[1] Firat Univ, Fac Engn, Dept Civil Engn, TR-23200 Elazig, Turkiye
关键词
Nonwoven hemp; Hemp fiber; Hemp rope; NFRP; Structural reinforcement; Finite element analysis; NATURAL FIBER; MECHANICAL-PROPERTIES; SHEAR DEFICIENT; PERFORMANCE; BEAMS; FLAX;
D O I
10.1016/j.cscm.2024.e03091
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents experimental and numerical investigations on the use of chemically untreated and recyclable hemp fibers as reinforcement for outer wrapping in reinforced concrete beams. Hemp fibers, recognized as an alternative to Carbon Fiber Reinforced Polymer (CFRP) and Glass Fiber Reinforced Polymer (GFRP), were utilized in three forms: unwashed hemp, washed hemp, and hemp rope. The materials underwent distinct tensile tests, compression tests on cylinder specimens (15x30 cm), and 4-point bending tests on reinforced concrete beams (15x25x200 cm) wrapped with CFRP, GFRP, Glass Fiber Chopped Strand, Geotextile, and NFRP (Unwashed hemp, washed hemp, and hemp rope). Additionally, the epoxy used in wrapping underwent adhesive and tensile tests. Despite swelling during adhesion, untreated hemp demonstrated effectiveness in load-carrying capacity, positioning it as a viable alternative to costly petroleum-derived materials. A finite element model compared the experimental results, confirming the efficacy of untreated hemp fibers in reinforced concrete applications. This study contributes not only to the exploration of sustainable construction materials but also underscores the potential of untreated hemp fibers in meeting the demand for eco-conscious alternatives in structural reinforcement.
引用
收藏
页数:15
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共 52 条
  • [1] Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beams
    Abadel, Aref
    Abbas, Husain
    Almusallam, Tarek
    Alshaikh, Ibrahim M. H.
    Khawaji, Mohammad
    Alghamdi, Hussam
    Salah, Abdulrahman A.
    [J]. CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 16
  • [2] Axial capacity and stiffness of post-heated circular and square columns strengthened with carbon fiber reinforced polymer jackets
    Abadel, Aref A.
    Khan, M. Iqbal
    Masmoudi, Radhouane
    [J]. STRUCTURES, 2021, 33 : 2599 - 2610
  • [3] Experimental evaluation and statistical modeling of kenaf fiber-reinforced geopolymer concrete
    Abbas, Al-Ghazali Noor
    Aziz, Farah Nora Aznieta Abdul
    Abdan, Khalina
    Nasir, Noor Azline Mohd
    Huseien, Ghasan Fahim
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2023, 367
  • [4] A state-of-the-art review on fibre-reinforced geopolymer composites
    Abbas, Al-Ghazali Noor
    Aziz, Farah Nora Aznieta Abdul
    Abdan, Khalina
    Nasir, Noor Azline Mohd
    Huseien, Ghasan Fahim
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 330
  • [5] Use of hemp, kenaf and bamboo natural fiber in cement-based concrete
    Abdalla, Jamal A.
    Thomas, Blessen Skariah
    Hawileh, Rami A.
    [J]. MATERIALS TODAY-PROCEEDINGS, 2022, 65 : 2070 - 2072
  • [6] Influence of edge sharpness on the strength of square concrete columns confined with FRP composite laminates
    Al-Salloum, Yousef A.
    [J]. COMPOSITES PART B-ENGINEERING, 2007, 38 (5-6) : 640 - 650
  • [7] Alam M.A., 2015, P 3 NAT GRAD C NATGR, P210
  • [8] Shear strengthening of reinforced concrete beam using natural fibre reinforced polymer laminates
    Alam, Md. Ashraful
    Al Riyami, Khalid
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2018, 162 : 683 - 696
  • [9] Experimental and analytical study of strengthening schemes for shear deficient RC deep beams
    Albidah, Abdulrahman
    Abadel, Aref
    Abbas, Husain
    Almusallam, Tarek
    Al-Salloum, Yousef
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 216 : 673 - 686
  • [10] Increasing the flexural performance of RC beams strengthened with CFRP materials
    Anania, L
    Badalà, A
    Failla, G
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (01) : 55 - 61