FRP-Reinforced Concrete Columns under Cyclic-Reversed Loads

循环反向荷载下的 FRP 钢筋混凝土柱

• 批准号: RGPIN-2018-06028
• 负责人: ElSalakawy, Ehab
• 金额: $ 3.13万
• 依托单位: University of Manitoba
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2019
• 资助国家: 加拿大
• 起止时间: 2019-01-01 至 2020-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=688633
• 关键词: FRP; Reinforced; Concrete; Columns; under

The corrosion problem of steel reinforcing bars is the greatest factor in limiting the life expectancy of reinforced concrete (RC) structures. In some cases, the repair cost can be twice as high as the initial cost. A well-recognized solution to overcome problems related to steel corrosion is the use of the non-corrodible Fibre-Reinforced Polymer (FRP) bars in RC structures. In the last two decades, extensive research efforts along with the advancement in manufacturing processes and numerous successful field applications have led to the development of FRP design standards. However, these standards are missing design procedures and guidelines for structural members in seismic zones due to a lack of research data in this area, which limits the wide spread of FRP technology. A prime example of these structural elements is RC columns. It is well-documented that the inadequate seismic resistance of columns is the most likely cause for the collapse of many RC structures and bridges in major earthquakes, leading to great loss of life and assets. In addition to the necessity of performing seismic analysis of buildings, as required by the Canadian national building code, the use of linear-elastic FRP materials in seismic regions could be advantageous due to the small residual deformations that occur in FRP-RC structures following large drifts, which result in reduced need for rehabilitation. The applicant's research program focusses on better understanding the behaviour and use of FRP reinforcement in different structural applications by developing complete and inclusive design provisions for FRP-RC structures under different loading and environmental conditions. The proposed research will provide this much needed data and introduce design procedures through conducting experimental and analytical investigations on the structural performance of FRP-RC columns under seismic-simulated loads. The experimental work will be conducted on full-scale columns representing the most critical part of a column above foundation. The analytical part will include the development of concrete confinement and bond-slip models for FRP-RC columns that will be further incorporated into a nonlinear finite element software to run an extensive parametric study. In addition, this proposed research program will contribute to the unique and highly specialized training of eight graduate students (4 PhD cutting the maintenance cost for infrastructure owners such as the Ministries of Transportation, Municipalities and Public Works.

钢筋的腐蚀问题是限制钢筋混凝土（RC）结构预期寿命的最大因素。在某些情况下，维修成本可能是初始成本的两倍。克服与钢材腐蚀相关的问题的一个公认的解决方案是在 RC 结构中使用耐腐蚀的纤维增强聚合物 (FRP) 棒。在过去的二十年中，广泛的研究工作以及制造工艺的进步和众多成功的现场应用导致了 FRP 设计标准的发展。 然而，由于缺乏该领域的研究数据，这些标准缺少地震带结构构件的设计程序和指南，限制了FRP技术的广泛推广。这些结构元素的一个主要例子是 RC 柱。有充分证据表明，柱的抗震能力不足是许多钢筋混凝土结构和桥梁在大地震中倒塌的最可能原因，导致巨大的生命和财产损失。除了根据加拿大国家建筑规范要求对建筑物进行抗震分析的必要性外，在地震区域使用线弹性 FRP 材料可能是有利的，因为 FRP-RC 结构在大地震后发生的残余变形很小。漂移，导致康复需求减少。申请人的研究计划侧重于通过为不同载荷和环境条件下的 FRP-RC 结构制定完整且包容的设计规定，更好地了解 FRP 加固在不同结构应用中的行为和使用。拟议的研究将通过对地震模拟荷载下 FRP-RC 柱的结构性能进行实验和分析研究，提供急需的数据并介绍设计程序。实验工作将在代表基础上方柱子最关键部分的全尺寸柱子上进行。分析部分将包括开发 FRP-RC 柱的混凝土约束和粘结滑移模型，这些模型将进一步合并到非线性有限元软件中以运行广泛的参数研究。此外，这项拟议的研究计划将有助于对八名研究生（4名博士生）进行独特且高度专业化的培训，从而降低交通运输部、市政当局和公共工程部等基础设施所有者的维护成本。