GFRP管抗屈曲加固角钢的力学性能试验研究

吕海波, 沙吾列提·拜开依, 冯鹏, 买尔旦·赛皮丁, 张龑华

吕海波, 沙吾列提·拜开依, 冯鹏, 买尔旦·赛皮丁, 张龑华. GFRP管抗屈曲加固角钢的力学性能试验研究[J]. 工程力学, 2014, 31(增刊): 27-31,40. DOI: 10.6052/j.issn.1000-4750.2013.04.S014
引用本文: 吕海波, 沙吾列提·拜开依, 冯鹏, 买尔旦·赛皮丁, 张龑华. GFRP管抗屈曲加固角钢的力学性能试验研究[J]. 工程力学, 2014, 31(增刊): 27-31,40. DOI: 10.6052/j.issn.1000-4750.2013.04.S014
LÜ Hai-bo, Sawulet BEKEY, FENG Peng, Maierdan SAIPIDING, ZHANG Yan-hua. EXPERIMENTAL STUDY ON MECHANICS PERFORMANCE OF GFRP TUBE ANTI-BUCKLING STRENGTHENING ANGLE STEEL MEMBERS[J]. Engineering Mechanics, 2014, 31(增刊): 27-31,40. DOI: 10.6052/j.issn.1000-4750.2013.04.S014
Citation: LÜ Hai-bo, Sawulet BEKEY, FENG Peng, Maierdan SAIPIDING, ZHANG Yan-hua. EXPERIMENTAL STUDY ON MECHANICS PERFORMANCE OF GFRP TUBE ANTI-BUCKLING STRENGTHENING ANGLE STEEL MEMBERS[J]. Engineering Mechanics, 2014, 31(增刊): 27-31,40. DOI: 10.6052/j.issn.1000-4750.2013.04.S014

GFRP管抗屈曲加固角钢的力学性能试验研究

基金项目: 新疆维吾尔族自治区高校科研计划项目(XJEDU2010I08); 国家自然科学基金项目(50978149)
详细信息
    作者简介:

    吕海波(1986―),男,河南人,硕士生,从事FRP材料的工程应用研究(E-mail:lvhaibo62698218@163.com);冯鹏(1977―),男,陕西人,副教授,博士,从事新材料结构与新型结构的研究(E-mail:fengpeng@tsinghua.edu.cn);买尔旦·赛皮丁(1989―),男(维吾尔族),新疆人,硕士生,从事FRP材料的工程应用研究(E-mail:mardan192@126.com);张龑华(1988―),男,重庆人,硕士生,从事新材料结构与新型结构的研究(E-mail:zhangyh06@qq.com).

    通讯作者:

    沙吾列提·拜开依(1968―),男(哈萨克族),新疆人,副教授,硕士,从事结构工程及其加固研究(E-mail:sjgxyswlt@xju.edu.cn).

EXPERIMENTAL STUDY ON MECHANICS PERFORMANCE OF GFRP TUBE ANTI-BUCKLING STRENGTHENING ANGLE STEEL MEMBERS

  • 摘要: 该文采用GFRP管对轴心受压角钢构件进行抗屈曲加固,对3种长细比、2种加固构造形式的9个试件进行轴压试验,试验研究表明:该抗屈曲加固方法具有较好的施工可操作性,GFRP管抗屈曲加固方法提高了受压角钢构件的抗屈曲能力。加固后角钢构件的极限承载力提高了6.16% ~ 37.58%,延性得到一定程度的提高;该方法对长细比较大的构件加固效果较明显,且破坏模式发生一定变化。该文提出的GFRP管刚度贡献系数的计算公式,修正后计算结果与试验值吻合较好。
    Abstract: This paper uses a glass fiber reinforced polymer (GFRP) tube to strengthen an axial compressing angle steel component to avoid buckling. The axial compression experiments of nine specimens have been carried out for investigating the factors of three slenderness ratio and two kinds of reinforced structure forms. The experimental study show that the anti-buckling strengthening method has good operability. The GFRP tube buckling strengthening method improves the buckling capacity for compression angle steel members. The ductility of strengthened angle steel components is improved and the ultimate bearing capacity increases by 6.16% ~ 37.58%; the method of slenderness larger component reinforcement effect is obvious, and the failure mode must be changed. The results calculated by revised formulas for GFRP tube stiffness contribution coefficients proposed are in a good agreement with the test results.
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出版历程
  • 收稿日期:  2013-04-21
  • 修回日期:  2014-01-19
  • 刊出日期:  2014-06-24

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