长江科学院院报 ›› 2018, Vol. 35 ›› Issue (11): 122-125.DOI: 10.11988/ckyyb.20170611

• 水工结构与材料 • 上一篇    下一篇

轻骨料混凝土抗压强度的影响因素研究

肖建强1, 2, 夏晓舟2   

  1. 1. 南京工程学院 建筑工程学院,南京 211167;
    2.河海大学 力学与材料学院,南京 210098
  • 收稿日期:2017-05-31 修回日期:2017-07-08 出版日期:2018-11-01 发布日期:2018-11-16
  • 作者简介:肖建强(1975-),男,江西南丰人,副教授,博士,主要从事混凝土细观力学的研究。E?mail:xiaojq7754@163.com
  • 基金资助:
    国家自然科学基金项目(11672101,11372099,51179064); 南京工程学院校级科研基金项目(ZKJ201505)

Factors Affecting the Compressive Strength of Lightweight Aggregate Concrete

XIAO Jian-qiang1, 2, XIA Xiao-zhou2   

  1. 1. School of Architecture Engineering, Nanjing Institute of Technology, Nanjing 211167, China;
    2. College of Mechanics and Materials, Hohai University, Nanjing 210098, China
  • Received:2017-05-31 Revised:2017-07-08 Online:2018-11-01 Published:2018-11-16

摘要: 在细观层次上将轻骨料混凝土看成是砂浆基体、骨料夹杂和界面层组成的三相复合材料,在此基础上,运用细观力学均质化理论,对混凝土的抗压强度进行了数值模拟,分别探讨了骨料和水泥砂浆的杨氏模量比和轻骨料的体积百分比对混凝土和骨料的抗压强度比的影响。研究发现:骨料与基体的杨氏模量比存在一个临界值,当小于临界值时,混凝土的强度由界面层的抗压强度控制;当大于临界值时,混凝土的强度由骨料的抗压强度控制。

关键词: 轻骨料混凝土, 抗压强度, 本征应力, 等效夹杂, 杨氏模量比, 数值模拟

Abstract: Lightweight aggregate concrete is considered as a three-phase composite material composed of matrix cement mortar, intercalated aggregate and interface layer. In line with the homogenization theory in mesoscopic mechanics, the compressive strength of light aggregate concrete is analyzed via numerical simulation. The influences of ratio of aggregate's Young's modulus and mortar matrix's Young's modulus and aggregate's volume fraction on the ratio of concrete's compressive strength to aggregate's compressive strength are examined. Result reveals that there exists a critical value of Young's modulus ratio, below which the compression strength of concrete is dominated by the compressive strength of interface, and above this value the compression strength of concrete is controlled by the compressive strength of aggregate.

Key words: lightweight aggregate concrete, comprehensive strength, eigenstress, equivalent intercalation, ratio of Young's modulus, numerical simulation

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