Structural and Sustainability Enhancement of Composite Sandwich Slab Panels Using Novel Fibre-Reinforced Geopolymer Concrete

被引:0
|
作者
Sridhar, M. [1 ]
Kumar, M. Vinod [1 ]
机构
[1] Vel Tech Rangarajan Dr Sagunthala R&D Inst Sci & T, Dept Civil Engn, Chennai 600062, India
来源
JOURNAL OF COMPOSITES SCIENCE | 2024年 / 8卷 / 11期
关键词
composite sandwich slab panels; fibre-reinforced concrete; geopolymer concrete; sustainability; four-point loading; BEHAVIOR;
D O I
10.3390/jcs8110479
中图分类号
TB33 [复合材料];
学科分类号
摘要
One of the important findings of the recent decades in the construction industry is composite sandwich panels (CSPs), which have benefits of being lightweight, providing thermal insulation, and aiding the economy; they are transforming continuously through many add-ons as needed by the industry. With the demand for sustainability in the field, CSPs need structural and sustainable enhancement. In the present study, an approach for the same has been attempted with geopolymer concrete (GPC) and novel nylon fibre to improve the sustainability and structural benefits, respectively. With various material combinations including GPC reinforced with fibres, six CSPs were cast and studied. The inherent limitations of GPC have been addressed by the nylon fibre reinforcement instead of using steel fibres, which have a similar strength, considering the aim of maintaining the density of the wythe material. A comparison of the flexural behaviour of the CSPs through the parameters of load-deflection, ductility, and toughness was made using the four-point loading test. The results of the test specify that the fibres enhance the performance of the CSPs under flexural loading.
引用
收藏
页数:20
相关论文
共 50 条
  • [1] Ductility enhancement of geopolymer concrete columns using fibre-reinforced polymer confinement
    Lokuge, Weena
    Karunasena, Warna
    JOURNAL OF COMPOSITE MATERIALS, 2016, 50 (14) : 1887 - 1896
  • [2] An investigation into the feasibility of normal and fibre-reinforced ultra-high performance concrete multi-cell and composite sandwich panels
    Mahdi, S.
    Ali, M. S. Mohamed
    Sheikh, A. H.
    Elchalakani, M.
    Xie, T.
    JOURNAL OF BUILDING ENGINEERING, 2021, 41
  • [3] Creep and shrinkage of synthetic fibre-reinforced geopolymer concrete
    Noushini, Amin
    Castel, Arnaud
    Gilbert, Raymond Ian
    MAGAZINE OF CONCRETE RESEARCH, 2019, 71 (20) : 1070 - 1082
  • [4] Toughness of Polypropylene Fibre-Reinforced Sprayed Geopolymer Concrete
    Xu, Z.
    Hanzic, L.
    Karlovsek, J.
    PROCEEDINGS OF THE 25TH AUSTRALASIAN CONFERENCE ON MECHANICS OF STRUCTURES AND MATERIALS (ACMSM25), 2020, 37 : 477 - 485
  • [5] Modelling glass fibre-reinforced polymer reinforced geopolymer concrete columns
    Dong, Minhao
    Lokuge, Weena
    Elchalakani, Mohamed
    Karrech, Ali
    STRUCTURES, 2019, 20 : 813 - 821
  • [6] Dynamic compressive mechanical properties of fibre-reinforced geopolymer concrete
    Su, Jihao
    Mao, Jize
    Zhou, Bukui
    Zhang, Wei
    Wang, Limei
    Mu, Chaomin
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2025, 22
  • [7] Fibre-reinforced geopolymer concrete with ambient curing for in situ applications
    Mark Reed
    Weena Lokuge
    Warna Karunasena
    Journal of Materials Science, 2014, 49 : 4297 - 4304
  • [8] Flexural strength and failure of geopolymer concrete beams reinforced with carbon fibre-reinforced polymer bars
    Ahmed, Hemn Qader
    Jaf, Dilshad Kakasor
    Yaseen, Sinan Abdulkhaleq
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 231
  • [9] Numerical Modelling of Geopolymer Concrete In-Filled Fibre-Reinforced Polymer Composite Columns Subjected to Axial Compression Loading
    Veerapandian, Varunkumar
    Pandulu, Gajalakshmi
    Jayaseelan, Revathy
    Sathish Kumar, Veerappan
    Murali, Gunasekaran
    Vatin, Nikolai Ivanovich
    MATERIALS, 2022, 15 (09)
  • [10] Experimental investigation into the structural behaviour of ultra-high performance fibre-reinforced concrete box-celled composite panels
    Mahdi, S.
    Sheikh, A. H.
    Ali, M. S. Mohamed
    Elchalakani, M.
    COMPOSITES PART C: OPEN ACCESS, 2022, 9