用户名: 密码: 验证码:
An experimental investigation of the thermal spalling of polypropylene-fibered reactive powder concrete exposed to elevated temperatures
详细信息    查看全文
  • 作者:Yang Ju ; Li Wang ; Hongbin Liu ; Kaipei Tian
  • 关键词:Polypropylene reactive powder concrete (PPRPC) ; Thermal spalling ; Vapor pressure mechanism ; Polypropylene fibers ; Elevated temperatures ; (PPRPC) ; /li> /li> /li>
  • 刊名:Chinese Science Bulletin
  • 出版年:2015
  • 出版时间:December 2015
  • 年:2015
  • 卷:60
  • 期:23
  • 页码:2022-2040
  • 全文大小:12,691 KB
  • 参考文献:1.Bache HH (1981) Densified cement ultra-fine particle-based materials. In: Proceedings of the 2nd international conference on superplasticizers in Concrete. Ottawa
    2.Richard P, Cheyrezy MH (1995) Composition of reactive powder concretes. Cem Concr Res 25:1501-511CrossRef
    3.Richard P, Cheyrezy MH (1994) Reactive powder concretes with high ductility and 200-00 MPa compressive strength. ACI Spec Publ 144:507-18
    4.Ju Y, Jia YD, Liu HB et al (2007) Mesomechanism of steel fiber reinforcement and toughening of reactive powder concrete. Sci China Tech Sci 50:815-32CrossRef
    5.Ju Y, Liu HB, Sheng GH et al (2010) Experimental study of dynamic mechanical properties of reactive powder concrete under high-strain-rate impacts. Sci China Tech Sci 53:2435-449CrossRef
    6.Ju Y, Liu HB, Chen J et al (2009) Toughness and characterization of reactive powder concrete with ultra-high strength. Sci China Tech Sci 52:1000-018CrossRef
    7.Peng GF, Kang YR, Huang YZ et al (2012) Experimental research on fire resistance of reactive powder concrete. Adv Mater Sci Eng 2012:1-
    8.Liu CT, Huang JS (2009) Fire performance of highly flowable reactive powder concrete. Constr Build Mater 23:2072-079CrossRef
    9.Ju Y, Liu HB, Liu JH et al (2011) Investigation on thermophysical properties of reactive powder concrete. Sci China Tech Sci 54:3382-403CrossRef
    10.Hager I, Zdeb T (2011) Influence of curing conditions on spalling behavior of reactive powder concretes. In: Proceedings of the 2nd international RILEM workshop on concrete spalling due to fire exposure. Delft, pp 377-83
    11.Khoury GA (2000) Effect of fire on concrete and concrete structures. Prog Struct Eng Mater 2:429-47CrossRef
    12.Liu HB (2012) Experimental study on the mechanical properties and explosive spalling of reactive powder concrete exposed to high temperatures. PhD Thesis, Beijing: China University of Mining and Technology (in Chinese)
    13.Bazant ZP, Thonguthai W (1979) Pore pressure in heated concrete walls: theoretical prediction. Mag Concr Res 31:67-6CrossRef
    14.Bazant ZP (1997) Analysis of pore pressure, thermal stresses and fractures in rapidly heated concrete. In: International workshop on fire performance of high-strength concrete. NIST, Gaithersburg, pp 155-64
    15.Mindeguia J, Pimienta P, Noumowe A et al (2010) Temperature, pore pressure and mass variation of concrete subjected to high temperature-experimental and numerical discussion on spalling risk. Cem Concr Res 40:477-87CrossRef
    16.Kodur VKR (2000) Spalling in high strength concrete exposed to fire: concerns, causes, critical parameters and cures. ASCE Structures Congress, Philadelphia, pp 1-
    17.Matthias Z, David L, Roman L et al (2006) How do polypropylene fibres improve the spalling behavior of in situ concrete Cem Concr Res 36:929-42CrossRef
    18.Kalifa P, Menneteau FD, Quenard D (2000) Spalling and pore pressure in HPC at high temperatures. Cem Concr Res 30:1915-927CrossRef
    19.Consolazio GR, McVay MC, Rish JW (1997) Measurement and prediction of pore pressure in cement mortar subjected to elevated temperature. In: International workshop on fire performance of high-strength concrete. NIST, Gaithersburg, pp 125-48
    20.Dougill JW (1972) Modes of failure of concrete panels exposed to high temperatures. Mag Concr Res 24:71-6CrossRef
    21.Fu Y, Li L (2010) Study on mechanism of thermal spalling in concrete exposed to elevated temperatures. Mater Struct 44:1-6
    22.Kalifa P, Chene G (2001) High-temperature behavior of HPC with polypropylene fibres from spalling to micro-structure. Cem Concr Res 31:1487-499CrossRef
    23.Phan LT (2008) Pore pressure and explosive spalling in concrete. Mater Struct 41:1623-632CrossRef
    24.Ju Y, Liu HB, Tian KP et al (2013) An investigation on micro pore structures and the vapor pressure mechanism of explosive spalling of RPC exposed to high temperature. Sci China Tech Sci 56:458-70CrossRef
    25.Chan SYN, Peng GF, Anson M (1999) Fire behavior of high-performance concrete made with silica fume at various moisture contents. ACI Mater J 96:405-09
    26.Peng GF (2000) Evaluation of fire damage to high performance concrete. PhD thesis, Hong Kong, The Hong Kong Polytechnic University
    27.Mugume RB, Takashi H (2012) Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures. Cem Concr Res 42:459-66CrossRef
    28.Bilodeau A, Kodur VKR, Hoff GC (2004) Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire. Cem Concr Compos 26:163-74CrossRef
    29.Bangi MR, Horiguchi T (2011) Pore pressure development in hybrid fibre-reinforced high strength concrete at elevated temperatures. Cem Concr Res 41:1150-156CrossRef
    30.Lennon T, Clayton N (1999) Fire test on high-grade concrete with polypropylene fibres. In: Proceedings of the 5th international symposi
  • 作者单位:Yang Ju (1) (2) (3)
    Li Wang (4)
    Hongbin Liu (1)
    Kaipei Tian (5)

    1. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Beijing, 100083, China
    2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, 221116, China
    3. Lawrence Berkeley National Laboratory, Berkeley, CA, 94720, USA
    4. School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, China
    5. Institute of Construction Materials, University of Stuttgart, Stuttgart, 70569, Germany
  • 刊物主题:Science, general; Life Sciences, general; Physics, general; Chemistry/Food Science, general; Earth Sciences, general; Engineering, general;
  • 出版者:Springer Berlin Heidelberg
  • ISSN:1861-9541
文摘
Polypropylene fibers are embedded to prevent reactive powder concrete (RPC) from spalling failure under high temperatures. This paper probes the influence of embedded fibers at various volumetric dosages on the thermomechanical properties of polypropylene-fibered reactive powder concrete (PPRPC) exposed to high temperatures up to 350 °C and on the spalling performance and characteristics up to 600 °C. The thermomechanical properties include the characteristic temperature for spalling, and residual strengths, such as the compressive strength, split tensile strength, and flexural tensile strength. A high-definition charge-coupled device camera and scanning electron microscope technology were employed to capture the spalling processes and to detect the microstructural changes in the materials with various fiber dosages. To understand and characterize the mechanism by which polypropylene fibers influence the thermal spalling of RPC, a numerical model to determine the moisture migration and vapor pressure transmission during spalling was developed in this paper. It showed that there was an optimal volumetric dosage of fibers to prevent PPRPC from explosive spalling. The relationships between the mechanical characteristics of PPRPC and the fiber dosages were derived based on experimental data. Keywords Polypropylene reactive powder concrete (PPRPC) Thermal spalling Vapor pressure mechanism Polypropylene fibers Elevated temperatures

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700