Preventive effects of polypropylene and jute fibers on spalling of UHPC at high temperatures in combination with waste porous ceramic fine aggregate as an internal curing material

被引:90
作者
Ozawa, Mitsuo [1 ]
Parajuli, Sirjana Subedi [1 ]
Uchida, Yuichi [2 ]
Zhou, Bo [3 ]
机构
[1] Gunma Univ, Dept Environm Engn Sci, 1-5-1 Tenjin Cho, Kiryu, Gunma 3768515, Japan
[2] Gifu Univ, Dept Civil Engn, 1-1 Yanagido, Gifu 5011193, Japan
[3] Kumagai Gumi Co Ltd, Shinjuku Ku, 2-1 Tsukudo Cho, Tokyo 1628557, Japan
基金
日本学术振兴会;
关键词
Ultra-high-performance concrete (UHPC); Spalling; Jute fiber; Internal curing material; HIGH-PERFORMANCE CONCRETE; HIGH-STRENGTH CONCRETE; AUTOGENOUS SHRINKAGE; MECHANICAL-PROPERTIES; FIRE RESISTANCE; PORE PRESSURE; BEHAVIOR; HPC;
D O I
10.1016/j.conbuildmat.2019.02.056
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of ultra-high-performance concrete (UHPC) with internal curing (IC) increases composite strength but increases the risk of spalling under high temperatures. As including fibers in the composite can mitigate this risk, this study tested UHPC specimens with and without IC and at different levels of jute and polypropylene fibers under ISO 834 heating conditions, monitoring internal temperature, vapor pressure, and spalling period and extent. Control specimens were severely damaged whereas spalling was decreased by the inclusion of IC and fiber. A jute fiber content of 0.5% was the most effective of all combinations at mitigating damage. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:219 / 225
页数:7
相关论文
共 32 条
  • [1] Anderberg Y., 1997, P INT WORKSHOP FIRE, P69
  • [2] [Anonymous], 2004, RECOMMENDATIONS DESI
  • [3] Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures
    Bangi, Mugume Rodgers
    Horiguchi, Takashi
    [J]. CEMENT AND CONCRETE RESEARCH, 2012, 42 (02) : 459 - 466
  • [4] Bazant Z.P., 1997, INT WORKSHOP FIRE PE, P155
  • [5] Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire
    Bilodeau, A
    Kodur, VKR
    Hoff, GC
    [J]. CEMENT & CONCRETE COMPOSITES, 2004, 26 (02) : 163 - 174
  • [6] Bo Z., 2013, P JPN CONCR I ANN M, V35, P301
  • [7] Multiple influences of internal curing and supplementary cementitious materials on the shrinkage and microstructure development of reefs aggregate concrete
    Cheng, Shukai
    Shui, Zhonghe
    Yu, Rui
    Sun, Tao
    Zhang, Xiao
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 155 : 522 - 530
  • [8] Evaluation of the mechanical properties of 200 MPa ultra-high-strength concrete at elevated temperatures and residual strength of column
    Choe, Gyeongcheol
    Kim, Gyuyong
    Gucunski, Nenad
    Lee, Seonghun
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 86 : 159 - 168
  • [9] The Influence of Pressure in the Pore System on Fire Spalling of Concrete
    Jansson, Robert
    Bostrom, Lars
    [J]. FIRE TECHNOLOGY, 2010, 46 (01) : 217 - 230
  • [10] Spalling and pore pressure in HPC at high temperatures
    Kalifa, P
    Menneteau, FD
    Quenard, D
    [J]. CEMENT AND CONCRETE RESEARCH, 2000, 30 (12) : 1915 - 1927