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 51 Issue 7
Nov.  2021
Turn off MathJax
Article Contents
CHEN Junbo. STUDY ON COMPRESSIVE CREEP PROPERTIES OF RECYCLED COARSE AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 162-169. doi: 10.13204/j.gyjzG20052201
Citation: CHEN Junbo. STUDY ON COMPRESSIVE CREEP PROPERTIES OF RECYCLED COARSE AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 162-169. doi: 10.13204/j.gyjzG20052201

STUDY ON COMPRESSIVE CREEP PROPERTIES OF RECYCLED COARSE AGGREGATE CONCRETE

doi: 10.13204/j.gyjzG20052201
  • Received Date: 2020-05-22
    Available Online: 2021-11-11
  • According to replacement rates of recycled coarse aggregate (RCA) of 0%, 50%, 100%, the compressive creep tests of recycled course aggreagte concrete were conducted. The creep properties of recycled coarse aggregate concrete (RAC) were studied. The experimental results indicated that both of the basic creep and total creep of RAC increased with the increase of replacement rates of RCA, and the effect of replacement rates on total creep of RAC was bigger than that of basic creep. Based on the experimental results, the interaction mechanism recycled coarse aggregate, the new mortar and old mortar in the creep process of RAC was studied, a creep calculation model reflecting the creep relation of new mortar, old mortar and RAC was introduced,which was the modified Neville creep model, and the creep of old mortar in the basic creep or the total creep process of RAC was calculated by the modified creep model. Based on software ANSYS, a two-dimensional random convex aggregate model of RAC was put forward to verify the reliability of the modified creep model. In addition, the influence of the random distribution of RCA on the creep of RAC was studied by the finite element model. Finally, a creep prediction model was constructed, which could be used to compute the creep of old mortar and RAC, and also reflect the content and properties of the old mortar in RAC based on the modified creep model.
  • loading
  • [1]
    KOU S C, POON C S. Enhancing the Durability Properties of Concrete Prepared with Coarse Recycled Aggregate[J]. Construction and Building Materials, 2012, 35:69-76.
    [2]
    SILVA R V, BRITO J D, DHIR R K. Comparative Analysis of Existing Prediction Models on the Creep Behaviour of Recycled Aggregate Concrete[J]. Engineering Structures, 2015, 100:31-42.
    [3]
    CABO A D, LÁZARO C, GAYARRE F L, et al. Creep and Shrinkage of Recycled Aggregate Concrete[J]. Construction and Building Materials, 2009, 23(7):2545-2553.
    [4]
    肖建庄, 杨洁. 玻璃纤维增强塑料约束再生混凝土轴压试验[J]. 同济大学学报(自然科学版), 2009, 37(12):1586-1591.
    [5]
    肖建庄, 许向东, 范玉辉. 再生混凝土收缩徐变试验及徐变神经网络预测[J]. 建筑材料学报, 2013, 16(5):752-757.
    [6]
    白国良, 秦朝刚, 张玉, 等. 再生混凝土梁长期受荷时随变形计算方法研[J]. 土木工程学报, 2016, 49(12):1-8.
    [7]
    罗素蓉, 叶世昌, 黄海生. 再生混凝土早龄期拉伸徐变试验研究[J]. 建筑材料学报, 2018, 21(2):228-234.
    [8]
    FATHIFAZL G, RAZAQPUR A G, ISGOR O B, et al. Creep and Drying Shrinkage Characteristics of Concrete Produced with Coarse Recycled Concrete Aggregate[J]. Cement and Concrete Composites, 2011, 33(10):1026-1037.
    [9]
    ABBAS A, FATHIFAZL G, ISGOR O B, et al. Durability of Recycled Aggregate Concrete Designed with Equivalent Mortar Volume Method[J]. Cement and Concrete Composites, 2009, 31(8):555-563.
    [10]
    罗俊礼, 徐志胜, 谢宝超. 不同骨料等级再生混凝土的收缩徐变性能[J]. 中南大学学报(自然科学版), 2013, 44(9):3815-3822.
    [11]
    霍俊芳, 李晨霞, 侯永利, 等. 再生粗骨料混凝土收缩徐变性能试验[J]. 硅酸盐通报, 2017, 36(2):723-726.
    [12]
    罗素蓉, 郑欣, 黄海生. 再生粗骨料预处理及再生混凝土徐变试验研究[J]. 建筑材料学报, 2016, 19(2):242-247.
    [13]
    肖建庄, 范玉辉. 再生混凝土徐变试验及机理的模型化分析[J]. 建筑科学与工程学报, 2012, 29(4):18-24.
    [14]
    中华人民共和国国家质量监督检验检疫总局.通用硅酸盐水泥:GB 175-2007[S]. 北京:中国标准出版社, 2007.
    [15]
    中华人民共和国国家质量监督检验检疫总局.建设用卵石、碎石:GB/T 14685-2011[S]. 北京:中国标准出版社, 2011.
    [16]
    中华人民共和国住房和城乡建设部.普通混凝土配合比设计规程:JGJ 55-2011[S]. 北京:中国建筑工业出版社, 2011.
    [17]
    中华人民共和国建设部.普通混凝土长期性能和耐久性能试验方法标准:GBT 50082-2009[S]. 北京:中国建筑工业出版社, 2009.
    [18]
    PICKETT G. Effect of Aggregate on Shrinkage of Concrete and a Hypothesis Concerning Shrinkage[J]. ACI Structural Journal, 1956, 27(5):581-590.
    [19]
    ARMAGHANI D J, MOHAMAD E T, MOMENI E, et al. Prediction of the Strength and Elasticity Modulus of Granite Through an Expert Artificial Neural Network[J]. Arabian Journal of Geosciences, 2016, 9(1):1-16.
  • 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 (68) PDF downloads(4) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return