轴压重复荷载作用后再生混凝土毛细吸水性能
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

国家自然科学基金资助项目(51922052,51778309,51908307);山东省自然科学基金资助项目(ZR2018JL018);山东省“双一流”建设工程土木;大连理工大学海岸和近海工程国家重点实验室开放课题基金资助项目(LP1902)


Capillary Water Absorption of Recycled Aggregate Concrete after Repeated Axial Compressive Loading
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    研究了应力水平(0、03、05、07)和再生粗骨料取代率(0%、30%、50%、100%)对再生混凝土毛细吸水性能的影响规律;基于毛细吸水的非饱和流体理论和试验结果,引入Boltzmann变量并采用水力扩散系数的指数形式,建立了考虑应力水平和再生粗骨料取代率影响的再生混凝土内部相对含水量分布预测模型.结果表明:随着再生粗骨料取代率和应力水平的增加,再生混凝土的毛细吸水质量和吸水率呈增加趋势;当应力水平一定时,水分侵入深度随着再生粗骨料取代率的增加而变大.

    Abstract:

    The influences of stress level(0, 03, 05, 07) and replacement ratio(0%, 30%, 50%, 100%) of recycled aggregate on capillary water absorption of recycled aggregate concrete was studied. Based on the unsaturated flow theory and the obtained experimental results, the predicted model of water distribution within concrete considering the influence of stress level and recycled aggregate replacement ratio is established using the Boltzmann variable and the exponential law of hydraulic diffusivity. The results indicate that capillary water absorption mass and sorptivity for recycled aggregate concrete show an increasing trend with the increase of recycled aggregate replacement ratio and stress level. Under a given stress level, the depth of water penetration into concrete increases with increasing recycled aggregate replacement ratio of recycled aggregates.

    参考文献
    相似文献
    引证文献
引用本文

鲍玖文,李树国,张鹏,刘兆麟,赵铁军.轴压重复荷载作用后再生混凝土毛细吸水性能[J].建筑材料学报,2021,24(1):71-76

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2019-08-18
  • 最后修改日期:2019-10-15
  • 录用日期:
  • 在线发布日期: 2021-03-09
  • 出版日期: