Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 43 Issue 11
Dec.  2014
Turn off MathJax
Article Contents
Du Yuanfang, Wang Sheliang, Yu Binshan, Zhang Bo. EXPERIMENTAL STUDY ON HYBRID RENEWABLE FIBER EFFECT ON STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 12-15. doi: 10.13204/j.gyjz201311003
Citation: Du Yuanfang, Wang Sheliang, Yu Binshan, Zhang Bo. EXPERIMENTAL STUDY ON HYBRID RENEWABLE FIBER EFFECT ON STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 12-15. doi: 10.13204/j.gyjz201311003

EXPERIMENTAL STUDY ON HYBRID RENEWABLE FIBER EFFECT ON STRENGTH OF RECYCLED AGGREGATE CONCRETE

doi: 10.13204/j.gyjz201311003
  • Received Date: 2013-07-15
  • Publish Date: 2013-11-20
  • For enhanced performance of recycled aggregate concrete,researches are mainly on single fiber recycled aggregate concrete,which are rarely involved in hybrid renewable fiber on performance enhancement. Based on recycled steel fiber and nylon fiber from waste tires in the stripping,through 27 groups of 81 specimens,it was studied the basic mechanical properties and investigated the effect of recycled fiber on the basic mechanical properties of recycled aggregate concrete. Through the test it was analyzed the effect of different content of the recycled hybrid fiber to replace rate,tensile compressive strength and deformation performance of the recycled aggregate concrete with different replacement rate,the results show that the recycled steel fiber can effectively enhance the splitting tensile strength, flexural strength, ductility and crack resistance of the recycled aggregate concrete with all replacement rates. But for the compressive strength decreased slightly. The content optimization of the recycled steel fiber needs further study.
  • loading
  • [2] 康亚明, 刘长武, 韩小刚, 等. 钢纤维几何尺寸对钢纤维混凝土损伤变形特性的影响[J]. 土木工程学报, 2010(4):119-124.
    胡金生,杨秀敏,周早生,等. 钢纤维混凝土与聚丙烯纤维混凝土材料冲击荷载下纤维增韧特性试验研究[J]. 建筑结构学报, 2005(4):101-105.
    [3] 谷章昭, 倪梦象, 樊钧, 等. 合成纤维混凝土的性能及其工程应用[J].建筑材料学报, 1999(6):159-162.
    [4] 朱海堂, 高丹盈, 王占桥. 混杂纤维高强混凝土断裂性能试验研究[J]. 建筑结构学报, 2010(1):41-46.
    [5] 杜修力, 田予东, 田瑞俊, 等. 钢纤维超高强混凝土的力学性能试验[J]. 北京工业大学学报, 2009(9):1198-1203.
    [6] 张雷顺, 张晓磊, 闫国新. 再生混凝土无腹筋梁斜截面受力性能试验研究[J].郑州大学学报:工学版, 2006, 27(2): 18-23.
    [7] 邢振贤, 周曰农. 再生混凝土基本性能研究[J].华北水利水电学院学报, 1998, 6(6):30-32.
    [8] Limbachiy M C, Leelawal T, Dhirr K. Use of Recyeled ConereteAggregate in High-Strength Conerete[J]. Materials and Struetores,2000, 33(233):5-8.
    [9] 朱宏军, 程海丽. 特种混凝土和新型混凝土[M]北京:化学工业出版社, 2004.
    [10] 高丹盈, 刘建秀. 钢纤维混凝土基本理论[M]. 北京:科学文献技术出版社, 1994.
    [11] 赵国藩, 彭少民, 黄承逵. 钢纤维混凝土结构[M]. 北京:中国建筑工业出版社, 1999.
    [12] 谭红霞, 范志甫. 再生混凝土基本力学性能试验研究[J].湘潭大学自然科学学报, 2011, 33(3):65-69.
    [13] 楼志辉. 钢纤维再生混凝土基本力学性能和断裂性能试验研究[D].郑州:郑州大学, 2007.
    [14] 夏冬桃, 徐礼华, 池寅, 等. 混杂纤维增强高性能混凝土强度的试验[J]. 沈阳建筑大学学报:自然科学版, 2007(1):78-81.
    [15] 高丹盈, 楼志辉. 钢纤维再生混凝土抗压强度试验研究[J].郑州大学学报:工学版, 2007, 28(2):5-10.
    [16] JGJ 552000 普通混凝土配合比设计规程[S].
    [17] 肖建庄. 再生混凝土[M].北京:中国建筑工业出版社, 2008.
    [18] GB/T 500812002 普通混凝土力学性能试验方法标准[S].
    [19] GB 500102010 混凝土结构设计规范[S].
    [20] GB/T 501072010 混凝土强度检验评定标准[S].
    [21] 过镇海. 钢筋混凝土原理与分析[M].北京:清华大学出版社,2003.
    [22] Saadat Manesh H. Fiber Composites for New and ExistingStructures[J]. ACI Structural Journal, 1994, 91(3):346-354.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (142) PDF downloads(101) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return