GFRP复合材料与砖界面粘结性能的数值模拟

陈 莹, 王全凤, 黄奕辉, 杨勇新, 林建华

陈 莹, 王全凤, 黄奕辉, 杨勇新, 林建华. GFRP复合材料与砖界面粘结性能的数值模拟[J]. 工程力学, 2007, 24(5): 119-124.
引用本文: 陈 莹, 王全凤, 黄奕辉, 杨勇新, 林建华. GFRP复合材料与砖界面粘结性能的数值模拟[J]. 工程力学, 2007, 24(5): 119-124.
CHEN Ying, WANG Quan-feng, HUANG Yi-hui, YANG Yong-xin, LIN Jian-hua. 1000-4750(2007)05-0119-06[J]. Engineering Mechanics, 2007, 24(5): 119-124.
Citation: CHEN Ying, WANG Quan-feng, HUANG Yi-hui, YANG Yong-xin, LIN Jian-hua. 1000-4750(2007)05-0119-06[J]. Engineering Mechanics, 2007, 24(5): 119-124.

GFRP复合材料与砖界面粘结性能的数值模拟

详细信息
  • 中图分类号: TU398

1000-4750(2007)05-0119-06

  • 摘要: 纤维复合材料(Fiber Reinforced Polymer, FRP)加固砌体结构剥离破坏是一种常见的破坏形式。对玻璃纤维复合材料(GFRP)和砖粘结界面进行数值模拟,用Solid65单元和Shell41单元分别模拟砖和GFRP,采用接触单元的方法,用“接触对”将砖实体单元和GFRP单元连接在一起,研究粘结界面的应力、应变分布特点和破坏过程。分析结果表明用有限元模拟分析粘结界面应力状态具有一定的可行性。
    Abstract: Bonding failure is a typical failure mode in FRP (Fiber Reinforced Plastic) strengthened masonry structures. In the paper, the bonding interface between GFRP and clay brick was simulated with ANSYS7.0 by using Solid65 and Shell41 to simulate clay brick and GFRP, respectively. The brick unit and GFRP unit were linked by “compact pairs”. The characteristic of stress and strain of bonding interface and bonding process were studied. It can be shown that it is feasible to simulate the bonding in interface by finite element method.
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出版历程
  • 收稿日期:  1899-12-31
  • 修回日期:  1899-12-31
  • 刊出日期:  2007-05-24

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