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Field evaluation of composite materials for bridge strengthening.

机译:用于桥梁加固的复合材料的现场评估。

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摘要

This dissertation document consists on five technical papers, compiling the results of the research done on two projects related to the uses of FRP materials on the strengthening RC bridges structures. Four papers are related to the first project "Validation of FRP Composite Technology Through Field Testing," and one paper to the second project "Moment Redistribution on Composite-Strengthened RC Slabs."; The work of the first project focuses on field validation of five variances of FRP techniques for strengthening of concrete bridges. Fundamental issues related to bridge strengthening with composites are identified and studied, in particular those associated to construction, analysis and design, load testing, load rating and monitoring.; One of the intellectual merit of the present dissertation consist of development of materials and construction specifications, a comprehensive document developed to make the technology of composite available to bridges owners and intended to be used in future FRP-related projects. These specifications cover material and construction requirements for strengthening RC bridges with composites materials and cover the phases of concrete repairs, surface preparation, material specification, storage, handling, installation process, for five technologies used in the project.; The work of the second project is focuses on analytical and numerical work to discuss if moment redistribution can be neglected in Reinforced Concreted (RC) flexural slabs strengthened with externally-bonded carbon FRP system. Two 22-ft continues slabs were tested to validate the model.
机译:本论文包含五篇技术论文,汇总了有关在加固RC桥梁结构中使用FRP材料的两个项目的研究结果。有四篇论文与第一个项目“通过现场测试验证FRP复合技术”有关,另一篇与第二个项目“在复合增强RC板的矩重新分布”有关。第一个项目的工作侧重于现场验证五种FRP技术用于加固混凝土桥梁的变化。确定和研究与复合材料桥梁加固有关的基本问题,尤其是与施工,分析和设计,载荷测试,载荷额定值和监控有关的问题。本论文的知识价值之一包括材料的开发和施工规范,为使桥梁所有者能够使用复合材料技术而拟定的综合文件,该文件旨在用于未来的FRP相关项目。这些规范涵盖了用复合材料加固RC桥梁的材料和施工要求,并涵盖了该项目使用的五项技术的混凝土修复,表面准备,材料规范,存储,处理,安装过程的阶段。第二个项目的工作侧重于分析和数值工作,以讨论在采用外部粘结碳FRP系统加固的钢筋混凝土(RC)挠性板中是否可以忽略弯矩再分布。测试了两个22英尺的连续平板以验证模型。

著录项

  • 作者单位

    University of Missouri - Rolla.;

  • 授予单位 University of Missouri - Rolla.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2006
  • 页码 208 p.
  • 总页数 208
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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