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Mechanical performances of composite-strengthened concrete structures with embedded FBG sensors.

机译:具有嵌入式FBG传感器的复合增强混凝土结构的机械性能。

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摘要

Investigations on the use of fibre reinforced plastic (FRP) composites to strengthen and reinforce civil concrete structures have been found increasingly in recent years. Current study aims to investigate the mechanical behaviours of concrete structures, which are strengthened by the FRP materials on the concrete surface subjected to international standard test. The scope of the study also includes the development of smart structure health monitoring system for these strengthened structures by embedding fibre-optic Bragg grating (FBG) sensors inside the concrete and at the interface between the concrete surface and externally bonded composite materials.; An extensive review is given to discuss the present practice on the utilisation of the FRP materials in the civil concrete applications. Another focus was placed on the adaptability of using the embedded optical fibre sensor as strain- and temperature-measuring devices in engineering applications.; Following the comprehensive review, several results from preliminary experimental studies are given. These studies include fundamental mechanical property tests for the concrete, composite and interfacial bonding behaviour of composite plate with an embedment of optical fibre. The results from the lap joint shear test for the composite-concrete bonded joint shows that an epoxy resin can provide a strong bonding characteristic to the concrete materials.; Mechanical behaviour of composite-wrapped concrete structure was investigated. The laboratory-sized concrete cylinders were wrapped around its circumference by glass fibre composite laminates.; Composite-bonded rectangular concrete beams (with/without crack formation at mid-beam) subjected to the three-point bending were investigated through experimental observation, analytical and numerical approaches.; Linear elastic analytical model was derived to investigate adhesive shear and peel-off stresses with different strengthening plate geometries and material properties for the composite-strengthened structure.; The adaptability of using embedded fibre-optic Bragg grating (FBG) sensor for strain measurement was investigated experimentally. The FBG sensors were embedded at the interface between the concrete and composite in both the composite-wrapped and plate-bonded concrete structures.; The mechanical performance of the plate bonded reinforced-concrete (RC) structures after immersing into the saline water, fresh water, acidic (PH 4.01) and alkaline (PH 10) solutions for 6 months were studied. (Abstract shortened by UMI.)
机译:近年来,越来越多地研究使用纤维增强塑料(FRP)复合材料来增强和增强民用混凝土结构。当前的研究旨在研究混凝土结构的力学性能,并通过国际标准测试对混凝土表面的FRP材料进行强化。研究范围还包括通过将光纤布拉格光栅(FBG)传感器嵌入混凝土内部以及混凝土表面与外部粘结的复合材料之间的界面中,来为这些加固结构开发智能结构健康监测系统。进行了广泛的讨论,以讨论目前在民用混凝土应用中使用FRP材料的实践。另一个重点是在工程应用中使用嵌入式光纤传感器作为应变和温度测量设备的适应性。经过全面的审查,从初步的实验研究中给出了一些结果。这些研究包括对混凝土的基本力学性能测试,复合材料板和嵌入光纤的复合板的界面粘结性能。复合混凝土粘结接头的搭接接头剪切试验结果表明,环氧树脂可以提供与混凝土材料的牢固粘结特性。研究了复合包裹混凝土结构的力学性能。实验室大小的混凝土圆柱体由玻璃纤维复合层压板包裹。通过实验观察,分析和数值方法研究了三点弯曲的复合粘结矩形混凝土梁(中梁有无裂纹)。推导了线性弹性分析模型,研究了复合加固结构在不同加固板几何形状和材料性能下的剪切力和剥离应力。实验研究了使用嵌入式光纤布拉格光栅(FBG)传感器进行应变测量的适应性。 FBG传感器嵌在复合材料包裹的和板粘结混凝土结构中的混凝土和复合材料之间的界面处。研究了板结合钢筋混凝土(RC)结构在盐水,淡水,酸性(PH 4.01)和碱性(PH 10)溶液中浸泡6个月后的机械性能。 (摘要由UMI缩短。)

著录项

  • 作者

    Lau, Kin Tak Alan.;

  • 作者单位

    Hong Kong Polytechnic (People's Republic of China).;

  • 授予单位 Hong Kong Polytechnic (People's Republic of China).;
  • 学科 Engineering Mechanical.; Engineering Civil.
  • 学位 Ph.D.
  • 年度 2001
  • 页码 315 p.
  • 总页数 315
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 机械、仪表工业;建筑科学;
  • 关键词

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