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Insitu expanding foam based carbon/epoxy sandwich jackets for column retrofit.

机译:原位膨胀泡沫碳/环氧夹心夹套,用于色谱柱改造。

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摘要

With each seismic event, various degrees of damage are imparted to the quake area's superstructures. Concrete columns of these superstructures are often damaged or susceptible to collapse. Those columns exhibiting damage but still functioning under everyday use are structurally assessed. This evaluation considers the degree of remaining capacity the structure still maintains to carry future earthquake loading. Replacement or retrofitting the existing structure is the most common result once these evaluations have been undertaken. The following research consists of the application and testing of a new composite jacketing system proposed for use in this necessary retrofitting of damaged superstructures.;The Highway Innovative Technology Evaluation Center (HITEC) of the Civil Engineering Research Foundation (CERF) has instrumented a process in which composite jackets may be tested to determine their effectiveness as a retrofit option. Using these HITEC evaluation guidelines for "FPR Composite Wrap Durability Evaluation", testing was conducted to assess the response of a novel, fabric-expansive foam sandwich panel jacket. This involved the construction and testing of 6 concrete columns and a structural response model to evaluate the material and its behavior. The new system performed well on square shear, circular and square continuously reinforced flexure and the circular lap spliced reinforced flexure columns, but failed due to inadequate ductility increase on the square lap spliced column and unexpected failure mechanism in the circular shear column.
机译:对于每次地震事件,地震区域的上层建筑都会受到不同程度的破坏。这些上部结构的混凝土柱经常被损坏或容易坍塌。对那些表现出损坏但仍在日常使用中仍然起作用的色谱柱进行结构评估。该评估考虑了结构仍保持承受未来地震荷载的剩余能力的程度。一旦进行了这些评估,最常见的结果就是更换或翻新现有结构。以下研究包括新的复合护套系统的应用和测试,该复合护套系统建议用于必要的受损上部结构改造。土木工程研究基金会(CERF)的公路创新技术评估中心(HITEC)为该过程提供了工具。哪些复合夹克可以通过测试来确定其作为改装选项的有效性。使用这些HITEC评估指南的“ FPR复合材料包装材料耐久性评估”,进行了测试,以评估新型织物膨胀泡沫夹芯板夹层的响应。其中涉及6根混凝土柱的建造和测试,以及用于评估材料及其行为的结构响应模型。新系统在方形剪切,圆形和方形连续钢筋弯曲以及圆形搭接拼接钢筋弯曲柱上表现良好,但由于方形搭接接头的延展性增加不足以及圆形剪切柱的意外破坏机理而失败。

著录项

  • 作者

    Danyeur, Alicia.;

  • 作者单位

    University of California, San Diego.;

  • 授予单位 University of California, San Diego.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2008
  • 页码 224 p.
  • 总页数 224
  • 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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