Investigation of the interfacial bonding between flax/wool twine and various cementitious matrices in mortar composites

被引:38
作者
Ghaffar, Seyed Hamidreza [1 ]
Al-Kheetan, Mazen [2 ]
Ewens, Perry [1 ]
Wang, Tao [1 ]
Zhuang, Jiandong [3 ]
机构
[1] Brunel Univ London, Dept Civil & Environm Engn, Uxbridge UB8 3PH, Middx, England
[2] Mutah Univ, Coll Engn, Civil & Environm Engn Dept, POB 7, Mutah 61710, Karak, Jordan
[3] Fujian Agr & Forestry Univ, Coll Mat Engn, Fuzhou 350002, Peoples R China
关键词
Interfacial bonding; Cementitious matrix; Pozzolanic cement; Flax/wool twine; VOLUME FLY-ASH; MECHANICAL-PROPERTIES; BLENDED CEMENTS; NATURAL FIBER; CONSTRUCTION; CONCRETE; DURABILITY; FRACTURE; IMPACT;
D O I
10.1016/j.conbuildmat.2019.117833
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigates the interfacial bonding of natural fibre reinforced (NFR) cementitious composites by exploring the incorporation of 20-30 mm strands of uncoated and resin coated flax/wool twine into various cementitious matrices. Cementitious matrices consisting of pulverised fly-ash (FA), ground granulated blast furnace slag (GGBS) and ordinary Portland cement (OPC) in various ratios were tested with the addition of flax/wool twine (1% volume ratio). The mechanical properties of these samples were assessed at 7 and 28 days. The results showed a reduction in the flexural and compressive strength of uncoated NFR samples compared to unreinforced (UNR) counterparts due to weak interfacial bonding between the uncoated fibres and the cementitious paste, therefore, formation of voids. Epoxy (EP) and polyurethane (PU) resin were then used to coat the flax/wool twine prior to their inclusion in various cementitious pastes. The results revealed improvements in both flexural and compressive strengths exhibited at 7 and 28 days compared to UNR and uncoated NFR samples. The greatest improvement of flexural strength, 61% compared to UNR, was achieved by the mix consisting of 50% OPC and 50% FA matrix with EP resin coated flax/wool twine at 28 days. While PU coated samples exhibited an increase of 31% in flexural strength at 28 days for the same cementitious mix ratio. The morphology of the resin coated NFR samples showed an intimate interfacial bond to surrounding cementitious paste, which explains the increased mechanical performance. (C) 2019 The Author(s). Published by Elsevier Ltd.
引用
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页数:10
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