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FRP rehabilitation of blast and impact damaged reinforced concrete .

机译:爆炸和冲击破坏钢筋混凝土的FRP修复。

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摘要

Blast resistant design has gained interest in the civil engineering community, as the threat of terrorist attack or accidental explosion becomes more prevalent. Research on the effects of blast on structural components is limited however, experiments using impact machines have provided additional insight into their behaviour under extreme loads. Fibre reinforced polymers (FRP) have gained acceptance as a viable alternative to conventional methods of structural strengthening, and recent research suggests they may be applicable to post-blast rehabilitation.This study found that the rapid application and short duration of loading applied by an impact machine may be suitable to simulate the response of RC elements to explosive events. However, in order to reproduce the damage more accurately, a means of distributing the load across the full length of the specimen is required. The CFRP repair used in this project improved the strength of damaged columns and re-established their original design strength. The SDOF calculations provided a reasonable prediction of the impulsively loaded specimens, while AUTODYN provided a general prediction of maximum and residual mid-span deflections.The aim of the present work was to determine if blast damage to reinforced concrete (RC) could be accurately represented by the damage caused by an impact machine and to study the effectiveness of FRP repair techniques on blast damaged RC elements. The experimental program included blast and impact test phases involving eight scaled RC specimens each. The applied loads, strains, accelerations, velocities and deflections were monitored during testing and the residual damage was documented. Five sets of the damaged RC specimens were then selected for further experimentation. Each set consisted of two specimens, one unrepaired and one that was repaired using Carbon FRP (CFRP) sheets. The final strength of all specimens was estimated through quasi-static axial loading. The blast and impact tests were modeled using a single-degree-of-freedom (SDOF) approach, as well as the explicit analysis software, AUTODYN.
机译:随着恐怖袭击或意外爆炸的威胁越来越普遍,防爆设计在土木工程界引起了兴趣。关于爆炸对结构部件的影响的研究是有限的,但是,使用冲击机的实验提供了在极端载荷下其行为的更多信息。纤维增强聚合物(FRP)已成为公认的替代传统结构增强方法的可行方法,并且最近的研究表明它们可能适用于爆炸后修复。机器可能适合模拟RC元素对爆炸事件的响应。但是,为了更准确地再现损伤,需要一种将载荷分布在整个样本长度上的方法。该项目中使用的CFRP修复提高了受损柱的强度,并重新建立了它们的原始设计强度。 SDOF计算提供了脉冲加载试样的合理预测,而AUTODYN提供了最大和残余中跨挠度的一般预测,本研究的目的是确定是否可以准确表示钢筋混凝土(RC)的爆炸破坏通过冲击机造成的损坏,并研究FRP修复技术对爆炸损坏的RC元件的有效性。实验程序包括爆炸和冲击测试阶段,每个阶段涉及八个缩放的RC标本。在测试过程中监控施加的载荷,应变,加速度,速度和挠度,并记录残余损坏。然后选择五组受损的RC标本进行进一步实验。每组包括两个标本,一个未修复,一个已使用Carbon FRP(CFRP)板修复。所有样品的最终强度是通过准静态轴向载荷估算的。爆炸和冲击测试使用单自由度(SDOF)方法以及显式分析软件AUTODYN进行建模。

著录项

  • 作者

    Arndt, Matthew C.;

  • 作者单位

    Royal Military College of Canada (Canada).;

  • 授予单位 Royal Military College of Canada (Canada).;
  • 学科 Engineering Civil.Engineering Materials Science.
  • 学位 M.A.Sc.
  • 年度 2009
  • 页码 300 p.
  • 总页数 300
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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