Fracture of fibre-reinforced cementitious composites after exposure to elevated temperatures

被引:28
作者
Mazloom, Moosa [1 ]
Mirzamohammadi, Sajjad [1 ]
机构
[1] Shahid Rajaee Teacher Training Univ, Civil Engn Dept, Tehran, Iran
关键词
cement; cementitious materials; fracture & fracture mechanics; temperature-related & thermal effects; COMPACTING LIGHTWEIGHT CONCRETE; RESPONSE-SURFACE METHODOLOGY; HIGH-STRENGTH CONCRETE; MECHANICAL-PROPERTIES; SILICA FUME; COMPRESSIVE STRENGTH; FLEXURAL BEHAVIOR; TENSILE-STRENGTH; WASTE GLASS; FLY-ASH;
D O I
10.1680/jmacr.19.00401
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effects of aramid, glass, basalt and polypropylene (PP) fibres in a fibre-reinforced cementitious composite (FRCC) were examined. Specifically, this work investigated the effects of the fibres on the compressive strength, splitting tensile strength, flexural strength and fracture behaviour of the FRCC after exposure to normal and elevated temperatures. Relationships for the compressive, splitting tensile and flexural strengths of the FRCC were developed based on response surface methodology. The microstructures of samples at various temperatures were explored using scanning electron microscopy. The experimental results showed that the fracture energies of the mixtures were related to both temperature and fibre type. The most detrimental effects of high temperatures were on the fracture energy, which diminished by about 35% and 69% on average at 100 degrees C and 300 degrees C, respectively. The samples reinforced with PP fibres exhibited the maximum fracture energy at 20 degrees C. In other words, the energy absorption of the PP fibres was far more than that of the other fibre types investigated. Finally, it was found that use of fibres with higher melting points did not improve the fracture energy of the specimens after exposure to elevated temperatures.
引用
收藏
页码:701 / 713
页数:13
相关论文
共 91 条
  • [21] The effect of different fibres on the flexural behaviour of concrete exposed to normal and elevated temperatures
    Choumanidis, D.
    Badogiannis, E.
    Nomikos, P.
    Sofianos, A.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 129 : 266 - 277
  • [22] Effect of elevated temperature on the mechanical properties of concrete produced with finely ground pumice and silica fume
    Demirel, Bahar
    Kelestemur, Oguzhan
    [J]. FIRE SAFETY JOURNAL, 2010, 45 (6-8) : 385 - 391
  • [23] DIAS WPS, 1990, ACI MATER J, V87, P160
  • [24] Study on residual behaviour and flexural toughness of fibre cocktail reinforced self compacting high performance concrete after exposure to high temperature
    Ding, Yining
    Azevedo, Cecilia
    Aguiar, J. B.
    Jalali, Said
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2012, 26 (01) : 21 - 31
  • [25] Spalling and Mechanical Properties of Fiber Reinforced High-performance Concrete Subjected to Fire
    Dong Xiangjun
    Ding Yining
    Wang Tianfeng
    [J]. JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2008, 23 (05): : 743 - 749
  • [26] Effects of High Temperature on Mechanical Properties of Polyvinyl Alcohol Engineered Cementitious Composites (PVA-ECC)
    Du, Qiang
    Wei, Jing
    Lv, Jing
    [J]. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2018, 16 (8A) : 965 - 972
  • [27] High temperature resistance of concretes with GGBFS, waste glass powder, and colemanite ore wastes after different cooling conditions
    Durgun, Muhammed Yasin
    Sevinc, Ahmet Hayrullah
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 196 : 66 - 81
  • [28] GARDNER NJ, 1988, ACI MATER J, V85, P529
  • [29] GARDNER NJ, 1990, ACI MATER J, V87, P68
  • [30] Flexural behaviour of indeterminate concrete beams reinforced with FRP bars
    Gravina, R. J.
    Smith, S. T.
    [J]. ENGINEERING STRUCTURES, 2008, 30 (09) : 2370 - 2380