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AFRP筋混凝土梁受弯性能试验及理论分析
引用本文:王勇,李加贵.AFRP筋混凝土梁受弯性能试验及理论分析[J].山西建筑,2007,33(18):59-60.
作者姓名:王勇  李加贵
作者单位:1. 军械工程学院营房处,河北石家庄,050003
2. 解放军后勤工程学院,重庆,400041
摘    要:通过对具有不同配筋率的AFRP筋混凝土梁受弯性能的试验研究,推导了AFRP筋混凝土梁在适筋和超筋情况下的正截面承载力理论计算公式,提出了AFRP筋混凝土梁的挠度和裂缝宽度的计算公式,为今后进一步研究和设计AFRP筋受弯构件提供了参考。

关 键 词:芳纶纤维筋    试验研究  理论分析
文章编号:1009-6825(2007)18-0059-02
修稿时间:2007-01-18

The experiment and theory analysis of bending function of concrete beams of AFRP bars
WANG Yong,LI Jia-gui.The experiment and theory analysis of bending function of concrete beams of AFRP bars[J].Shanxi Architecture,2007,33(18):59-60.
Authors:WANG Yong  LI Jia-gui
Affiliation:WANG Yong LI Jia-gui
Abstract:Through the experiment research of bending function of concrete beams of AFRP bars of different reinforcement ratio, deduces the theory calculation formulas of the bearing of head-on cross section of AFRP bars in the situations of proper bars and excess bars, puts forward the calculation formulas of flexivity and the width of cracks of concrete beams of AFRP bars, gives a reference to the further research and design of bending components of AFRP bars.
Keywords:aramid fiber bar  beam  the experiment research  the theory analysis
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