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纤维增强复合材料加固混凝土柱的研究进展
引用本文:吴智敏,郭夏,魏华.纤维增强复合材料加固混凝土柱的研究进展[J].长安大学学报(建筑与环境科学版),2008(2):24-35.
作者姓名:吴智敏  郭夏  魏华
作者单位:大连理工大学土木水利学院,辽宁大连116024
基金项目:国家自然科学基金项目(50578025)
摘    要:基于纤维增强复合材料(FRP)约束混凝土柱的相关研究,从FRP约束混凝土柱的应力-应变关系、轴心受压和偏心受压力学性能、抗震性能以及有限元数值模拟等几个方面,对FRP约束混凝土柱的研究现状和各方面的相关控制因素进行了系统阐述,重点分析了FRP侧向约束强度、刚度、FRP类型、柱截面形状、未约束混凝土强度、倒角半径、截面长宽比等因素对约束效果的影响,为FRP加固混凝土柱的进一步研究提供了参考。

关 键 词:混凝土柱  纤维增强复合材料  力学性能  综述

Research Advances in Fiber Reinforced Polymer Retrofitting Concrete Columns
WU Zhi-min,GUO Xia,WEI Hua.Research Advances in Fiber Reinforced Polymer Retrofitting Concrete Columns[J].Journal of Northwestern Institute of Architectural Engineering,2008(2):24-35.
Authors:WU Zhi-min  GUO Xia  WEI Hua
Affiliation:(School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China)
Abstract:Based on the related research on fiber reinforced polymer (FRP) confined concrete column, authors presented the state-of-the-art review of FRP confined concrete column and gave a comment on some related factors from the following aspects: the relations of stress and strain, the axial compression, mechanics behavior of eccentric compression, seismic performance as well as finite element numerical simulations of FRP reinforced columns. Several key parameters impacting on FRP strengthening effect were discussed, such as lateral confinement strength, stiffness, the type of FRP, section shape of column, unconfined concrete strength, corner radius, length-width ratio of section, etc. The results provide reference to further research of FRP retrofitting concrete columns.
Keywords:concrete column  FRP  mechanics behavior  review
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