Effects of fibre type and matrix structure on the mechanical performance of self-compacting micro-concrete composites

被引:81
作者
Felekoglu, Burak [1 ]
Tosun, Kamile [1 ]
Baradan, Billent [1 ]
机构
[1] Dokuz Eylul Univ, Fac Engn, Dept Civil Engn, TR-35160 Izmir, Turkey
关键词
Micro-concrete; Fiber Reinforcement; Fracture Toughness; Fly Ash; SEM; CEMENTITIOUS COMPOSITES; FLY-ASH; BEHAVIOR; MICROSTRUCTURE; STRENGTH; SCC;
D O I
10.1016/j.cemconres.2009.07.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The compatibility of matrix and fibre properties is one of the key parameters in the successful design of fibre reinforced cementitious composites. In order to achieve the desired performance, the properties of each constituent of composite should be properly configured. The aim of this study was to investigate the performance of two polymer based micro-fibres (polypropylene and polyvinyl alcohol) in different matrices (high strength and comparatively low strength with fly ash incorporation) which were designed to contain considerably high amounts of fibres (1% by volume) while maintaining their self-compactability. The fresh state thixotropic behaviour of fibre reinforced matrices was minimised by proper adjustment of water/ cementitious material ratio and admixture dosage. The mechanical properties (first crack strength and displacement, flexural strength and relative toughness) of prismatic composite samples were compared by three point flexural loading test. The typical behaviours of selected composites and collapse mechanisms of PP and PVA fibres in these matrices were characterised by microstructural studies. It was concluded that, a high strength matrix with a high strength fibre give the best performance from the view point of flexural strength and toughness performance. However, incorporation of fly ash did not cause a significant reduction in composite performance possibly due to its enhancing effect on matrix-fibre interface adhesion. The possibilities and suggestions to further improve the performance of the composites were also discussed. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1023 / 1032
页数:10
相关论文
共 44 条
  • [1] A review on durability properties of strain hardening fibre reinforced cementitious composites (SHFRCC)
    Ahmed, Shaikh Faiz Uddin
    Mihashi, Hirozo
    [J]. CEMENT & CONCRETE COMPOSITES, 2007, 29 (05) : 365 - 376
  • [2] Parameters related to fiber length and processing in cementitious composites
    Akkaya, Y
    Peled, A
    Shah, SP
    [J]. MATERIALS AND STRUCTURES, 2000, 33 (232) : 515 - 524
  • [3] AKKAYA Y, 2002, 15 ASCE ENG MECH C C
  • [4] The effect of different mineral additions and synthetic fiber contents on properties of cement based composites
    Bezerra, E. M.
    Joaquim, A. P.
    Savastano, H., Jr.
    John, V. M.
    Agopyan, V.
    [J]. CEMENT & CONCRETE COMPOSITES, 2006, 28 (06) : 555 - 563
  • [5] Age effect on the characteristics of fibre/cement interfacial properties
    Chan, YW
    Li, VC
    [J]. JOURNAL OF MATERIALS SCIENCE, 1997, 32 (19) : 5287 - 5292
  • [6] Why do HPC and SCC require a longer mixing time?
    Chopin, D
    de Larrard, F
    Cazacliu, B
    [J]. CEMENT AND CONCRETE RESEARCH, 2004, 34 (12) : 2237 - 2243
  • [7] Fibre-matrix adhesion in fibre reinforced CAC-MDF composites
    DiMaggio, R
    Franchini, M
    Guerrini, G
    Poli, S
    Migliaresi, C
    [J]. CEMENT & CONCRETE COMPOSITES, 1997, 19 (02) : 139 - 147
  • [8] Felekoglu B, 2009, THESIS DOKUZ EYLUL U
  • [9] Optimization of self-compacting filling grout mixtures for repair purposes
    Felekoglu, Burak
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (04) : 660 - 667
  • [10] Effects of steel fiber reinforcement on surface wear resistance of self-compacting repair mortars
    Felekoglu, Burak
    Turkel, Selcuk
    Altuntas, Yigit
    [J]. CEMENT & CONCRETE COMPOSITES, 2007, 29 (05) : 391 - 396