High Strength Polypropylene Fibre Reinforcement Concrete at High Temperature
详细信息    查看全文
  • 作者:Farhad Aslani (1)
    Bijan Samali (1)
  • 关键词:Constitutive relationships ; Polypropylene fibre reinforcement concrete ; Fire ; Mechanical properties ; Elevated temperature
  • 刊名:Fire Technology
  • 出版年:2014
  • 出版时间:September 2014
  • 年:2014
  • 卷:50
  • 期:5
  • 页码:1229-1247
  • 全文大小:
  • 参考文献:1. Alhozaimy AM, Soroushian P, Mirza F (1996) Mechanical properties of polypropylene fiber reinforced concrete and the effect of pozzolanic materials Cem Concr Compos 18(2):85-2 CrossRef
    2. Allan ML, Kukacha LE (1995) Strength and ductility of polypropylene fiber reinforced grouts. Cem Concr Res 25(3):511-21
    3. Aslani F, Bastami M (2011) Constitutive relationships for normal- and high-strength concrete at elevated temperatures. ACI Mater J 108(4):355-64
    4. Aslani F (2012) Prestressed concrete thermal behaviour. Mag Concr Res 65(3):158-71 CrossRef
    5. Aslani F, Jowkarmeimandi J (2012) Stress–strain model for concrete under cyclic loading. Mag Concr Res 64(8):673-85 CrossRef
    6. Aslani F, Samali B (2013) Constitutive relationships for steel fiber reinforced concrete at elevated temperatures. Fire Technol. doi:10.1007/s10694-012-0322-5
    7. Behnood A, Ghandehari M (2009) Comparison of compressive and splitting tensile strength of high-strength concrete with and without polypropylene fibers heated to high temperatures. Fire Saf J 44:1015-022 CrossRef
    8. Chen B, Liu J (2004) Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures. Cem Concr Res 34(6):1065-069 CrossRef
    9. Fib Bulletin 46 (2008) Fire design of concrete structures—structural behaviour and assessment, Chap 6. In: Expertise and assessment of materials and structures after fire, State-of-art report
    10. Giaccio GM, Zerbino RL (2005) Mechanical behaviour of thermally damaged high-strength steel fibre reinforced concrete. Mater Struct 38(3):335-42 CrossRef
    11. Li M, Qian CX, Sun W (2004) Mechanical properties of high-strength concrete after fire. Cem Concr Res 34(6):1001-005 CrossRef
    12. Komonen J, Penttala V (2003) Effect of high temperature on the pore structure and strength of plain and polypropylene fiber reinforced cement pastes. Fire Technol 39(1):23-4 CrossRef
    13. Malhotra HL (1982) Design of fire-resisting structures. Surrey University Press, London
    14. Noumowe A (2005) Mechanical properties and microstructure of high strength concrete containing polypropylene fibres exposed to temperatures up to 200°C. Cem Concr Res 35:2192-198 CrossRef
    15. Peng GF, Yang WW, Zhao J, Liu YF, Bian SH, Zhao LH (2006) Explosive spalling and residual mechanical properties of fiber-toughened high-performance concrete subjected to high temperatures. Cem Concr Res 36:723-27 CrossRef
    16. Pliya P, Beaucour AL, Noumowé A (2011) Contribution of cocktail of polypropylene and steel fibres in improving the behaviour of high strength concrete subjected to high temperature. Constr Build Mater 25(4):1926-934 CrossRef
    17. Poon CS, Shui ZH, Lam L (2004) Compressive behavior of fiber reinforced high-performance concrete subjected to elevated temperature. Cem Concr Res 34(12):2215-222 CrossRef
    18. Schneider U (1985) Properties of materials at high temperatures—concrete. RILEM Committee 44, PHT, University of Kassel, Kassel
    19. Sideris KK, Manita P, Chaniotakis E (2009) Performance of thermally damaged fiber reinforced concretes. Constr Build Mater 23(3):1232-239 CrossRef
    20. Suhaendi SL, Horiguchi T (2006) Effect of short fibers on residual permeability and mechanical properties of hybrid fibre reinforced high strength concrete after heat exposition. Cem Concr Res 36:1672-678 CrossRef
    21. Xiao J. Falkner H (2006) On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures. Fire Saf J, 41:115-21 CrossRef
  • 作者单位:Farhad Aslani (1)
    Bijan Samali (1)

    1. Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW, Australia
  • ISSN:1572-8099
文摘
Concrete is an inherently brittle material with a relatively low tensile strength compared to compressive strength. Reinforcement with randomly distributed short fibres presents an effective approach to the stabilization of the crack and improving the ductility and tensile strength of concrete. A variety of fibre types, including steel, synthetics, and natural fibres, have been applied to concrete. Polypropylene (PP) fibre reinforcement is considered to be an effective method for improving the shrinkage cracking characteristics, toughness, and impact resistance of concrete materials. Also, the use of PP fibre has been recommended by all of the researchers to reduce and eliminate the risk of the explosive spalling in high strength concrete at elevated temperatures. In this study, constitutive relationships are developed for normal and high-strength PP fibre reinforcement concrete (PPFRC) subjected to high temperatures to provide efficient modelling and specify the fire-performance criteria for concrete structures. They are developed for unconfined PPFRC specimens that include compressive and tensile strengths, elastic modulus, modulus of rupture, strain at peak stress as well as compressive stress–strain relationships at elevated temperatures. The proposed relationships at elevated temperature are compared with experimental results. These results are used to establish more accurate and general compressive stress–strain relationships prediction. Further experimental results for tension and the other main parameters at elevated temperature are needed in order to establish well-founded models and to improve the proposed constitutive relationships, which are general, rational, and fit well with the experimental results.

© 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