中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2008, Vol. 27 ›› Issue (5): 705-708,834.

• • 上一篇    下一篇

混凝土材料破坏过程的细观数值模拟

吴锋1, 卓家寿2   

  1. 1. 中交上海三航科学研究院有限公司, 上海 200032;
    2. 河海大学, 江苏 南京 210098
  • 收稿日期:2008-03-06 修回日期:2008-04-17 出版日期:2008-10-20 发布日期:2016-11-07
  • 作者简介:吴锋(1978-),男,安徽萧县人,工程师,硕士,从事港工结构研究。E-mail:wufeng372@163.com;Tel:021-64694612。

Numerical Simulation of Fracture Propagation of Concrete on Meso-level

WU Feng1, ZHUO Jia-shou2   

  1. 1. Engineering Science & Technology Research Institute of Shanghai Third Harbor CO. Ltd, Shanghai 200032, China;
    2. Hehai University, Jiangsu Nanjing 210098, China
  • Received:2008-03-06 Revised:2008-04-17 Online:2008-10-20 Published:2016-11-07

摘要: 从细观层次上分析了混凝土的内部结构,把混凝土看作是由粗骨料、硬化水泥砂浆及两者之间的过渡层组成的非均匀三相复合材料。介绍了混凝土细观结构的界面元离散仿真模型计算方法,论述并验证了该细观模型的正确性,对混凝土试样在单轴荷载作用下的破坏过程和裂纹扩展过程进行了数值模拟。

关键词: 混凝土, 细观, 界面元, 数值模拟

Abstract: Concrete is taken as three phases' composites consisting of aggregate,matrix and bond between matrix and aggregate on meso-level.The model and arithmetic of Interface Element Method (IEM) is introduced to illustrate and verify the correctness of this meso-model.And the devastation process and fracture enlarging process of concrete sample under uni-axial loading are simulated numerically.

Key words: concrete, microscopic, IEM (Interface Element Method), numerical simulation

中图分类号: