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单调轴压荷载下考虑尺寸效应的FRP加固混凝土圆柱应力-应变关系
引用本文:王作虎,刘晶波,杜修力.单调轴压荷载下考虑尺寸效应的FRP加固混凝土圆柱应力-应变关系[J].建筑科学与工程学报,2013,0(4):78-83.
作者姓名:王作虎  刘晶波  杜修力
作者单位:北京建筑大学 土木与交通工程学院
摘    要:为了研究尺寸效应对纤维增强复合材料(FRP)加固混凝土圆柱轴压性能的影响,在修正尺寸效应律公式的基础上,推导了反映尺寸效应的FRP加固混凝土圆柱的极限强度计算公式,提出了简化的应力 应变模型,并与收集到的各国试验结果进行了比较。研究结果表明:模型计算结果与试验结果吻合较好;该模型能够反映尺寸效应对极限强度的影响。

关 键 词:FRP  混凝土圆柱  尺寸效应  轴压性能  单调轴压荷载  应力-应变关系

Stress-strain Relation of Circular Concrete Columns Strengthened with FRP Considering Size Effect Under Monotonic Axial Loading
WANG Zuo-hu,LIU Jing-bo,DU Xiu li.Stress-strain Relation of Circular Concrete Columns Strengthened with FRP Considering Size Effect Under Monotonic Axial Loading[J].Journal of Architecture and Civil Engineering,2013,0(4):78-83.
Authors:WANG Zuo-hu  LIU Jing-bo  DU Xiu li
Affiliation:School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture
Abstract:In order to study size effect on the axial compressive behavior of circular concrete columns strengthened with fiber reinforced polymer (FRP), based on the equation of modified size effect law, the ultimate strength calculation formulae of circular concrete columns strengthened with FRP were deduced, which could reflect the effect of different columns sizes. Meanwhile, the simple stress strain model was proposed, and the comparisons of experiment results and existing model calculation results were done. The study results show that the model calculation results are coincided with the experiment results, and the model can reflect the size effect on ultimate strength.
Keywords:FRP  circular concrete column  size effect  axial compressive behavior  monotonic axial loading  stress-strain relation
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