首页> 外文会议>International Conference on Structural Condition Assessment, Monitoring and Improvement >FATIGUE ANALYSIS OF INTERFACIAL DEBONDING OF ANCHOR FOR PILE REINFORCEMENT FOUNDATION
【24h】

FATIGUE ANALYSIS OF INTERFACIAL DEBONDING OF ANCHOR FOR PILE REINFORCEMENT FOUNDATION

机译:桩加固基础锚固锚缺陷的疲劳分析

获取原文

摘要

In this article, the relationship between the interfacial debonding length of anchor rod and the number of cyclic loading is obtained, based on the debonding criterion and the Paris formula. Under the help of the relationship, the author analyzed the debonding length of the anchor rod, which joins the bearing platform of the spread foundation and the new additional parts together. And then evaluate the fatigue life of the structure. The result shows that the damage caused by interfacial debonding under fatigue loading is very serious, compared with that done by the pure mechanical damage, which is under the condition that the interface bonds perfectly So it is necessary to considering the influence of interfacial debonding to forecaste the fatigue damage of the anchor system.
机译:在本文中,基于剥离标准和巴黎公式,获得锚杆的界面剥离长度与循环载荷数之间的关系。在关系的帮助下,作者分析了锚杆的剥离长度,将涂抹基础的轴承平台和新的附加零件连接在一起。然后评估结构的疲劳寿命。结果表明,疲劳负荷下界面剥离引起的损害非常严重,与纯机械损坏的造成相比,这是在界面粘合完美的条件下,所以有必要考虑界面剥离对预制的影响锚系统的疲劳损坏。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号