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Volume 38 Issue 11
Dec.  2014
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Article Contents
Bi Yuanzhi, Hua Yuan, Zhang Dalin, Cai Donghong, Wang Congshu, Xia Bipei, Yang Yaowen. EXPERIMENTAL STUDY ON RAISING STRENGTH AND TOUGHNESS OF CONCRETE BY MODIFIED COARSE POLYPROPYLENE-STEEL FIBERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 85-88,114. doi: 10.13204/j.gyjz200811021
Citation: Bi Yuanzhi, Hua Yuan, Zhang Dalin, Cai Donghong, Wang Congshu, Xia Bipei, Yang Yaowen. EXPERIMENTAL STUDY ON RAISING STRENGTH AND TOUGHNESS OF CONCRETE BY MODIFIED COARSE POLYPROPYLENE-STEEL FIBERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 85-88,114. doi: 10.13204/j.gyjz200811021

EXPERIMENTAL STUDY ON RAISING STRENGTH AND TOUGHNESS OF CONCRETE BY MODIFIED COARSE POLYPROPYLENE-STEEL FIBERS

doi: 10.13204/j.gyjz200811021
  • Received Date: 2008-02-08
  • Publish Date: 2008-11-20
  • The effect of the modified coarse polypropylene fiber-steel fiber on concrete behavior was obtained.The steel fiber with a higher elastic modulus can enhance compressive strength,anti-initial cracking stress and bending strength of concrete;whereas the modified coarse polypro pylene fiber with a lower elastic modulus can improve tough ness and antistrain capacity of concrete.All the behaviors of concrete may be enhance by regulating the mix of the two fibers in concrete,which can make concrete have different behaviors,including anticrack,better bending toughness and fatigue resistance etc.
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  • Sukon P.Tensile Behavior of Hybrid Fiber-Reinforced Concrete.Advances in Cement Research,2004(3):115-122
    [2] Babal B.Numbergerova T.Hybrid Fiber-Reinforced Concrete Under Repeated Loading.Nuclear Engineering Design,1995(156):195-200
    [3] 谢志红,郭永昌.混杂纤维混凝土梁抗弯试验研究.广东建材,2006(5):6-7
    [4] JG/T 3064-1999 钢纤维混凝土.
    [5] 华渊,连俊英,邓勇.混杂纤维混凝土的强度研究.石家庄铁道学院学报,1995,10(4):24-28
    [6] 毕远志,孔一凡,华渊,等.改性聚丙烯(粗)对混凝土增强增韧性能影响的试验研究.建筑节能,2007,35(12):36-40
    [7] 许碧莞,施惠生.混杂纤维在混凝土中的应用.房材与应用,2005(6):50-54
    [8] 文周礼,朱江.混杂纤维增强混凝土的研究与应用现状.广东建材,2006(10):12-14
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