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首页> 外文期刊>Journal of Composites for Construction >Experimental Evaluatlon of Bent FRP Tendons for Strengthening by External Prestressing
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Experimental Evaluatlon of Bent FRP Tendons for Strengthening by External Prestressing

机译:弯曲FRP筋条通过外部预应力加固的实验评估

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摘要

This paper presents an experimental study conducted on the static performance of bent fiber-reinforced polymer (FRP) tendons for external prestressed strengthening. First, the tension strain and compression strain at the surface of FRP tendons attributable to pure bending were experimentally tested and compared with the theoretical calculated values. Then, the load capacities of bent FRP tendons, under different bending angles and bending radiuses, were tested using a customized testing device. To improve the utilization of FRP tendons, the effectiveness of the hybrid FRP tendon, as a replacement for a pure FRP tendon, was also tested. In addition, a rolling friction deviator was developed to reduce the friction loss and lessen the damage on the FRP surface. The effectiveness of the device was also tested and verified. The test results indicated that when the ratio of the FRP tendons and bending radiuses (r/R) reached 0.01 during the pure bending test, the generated tension strain at the tendon surface was greater than 30% of the ultimate tension strain. The hybrid FRP tendons showed higher load capacity retentions than did the pure FRP tendons under the same conditions. The friction loss was significantly reduced when the rolling friction deviator was used. (c) 2017 American Society of Civil Engineers.
机译:本文提出了一项针对弯曲纤维增强聚合物(FRP)肌腱进行外部预应力加固的静态性能的实验研究。首先,对纯弯曲引起的FRP筋表面的拉伸应变和压缩应变进行了实验测试,并与理论计算值进行了比较。然后,使用定制的测试设备测试在不同弯曲角度和弯曲半径下弯曲的FRP筋的承载能力。为了提高FRP筋的利用率,还测试了混合FRP筋替代纯FRP筋的有效性。另外,开发了滚动摩擦偏斜器以减少摩擦损失并减轻FRP表面的损坏。还对设备的有效性进行了测试和验证。试验结果表明,在纯弯曲试验中,当FRP筋与弯曲半径之比(r / R)达到0.01时,在筋表面产生的拉伸应变大于极限拉伸应变的30%。在相同条件下,混合FRP筋比纯FRP筋显示出更高的载荷承载力。当使用滚动摩擦偏斜器时,摩擦损失显着降低。 (c)2017年美国土木工程师学会。

著录项

  • 来源
    《Journal of Composites for Construction》 |2017年第5期|04017032.1-04017032.10|共10页
  • 作者单位

    Southeast Univ, Jiangsu Key Lab Engn Mech, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Jiangsu Key Lab Engn Mech, Nanjing 210096, Jiangsu, Peoples R China|Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;

    Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    External prestressed strengthening; Fiber-reinforced polymer (FRP) tendons; Hybrid FRP; Bent FRP tendons; Rolling friction; Friction loss;

    机译:外部预应力增强;纤维增强聚合物(FRP)肌腱;混合FRP;弯曲FRP肌腱;滚动摩擦;摩擦损失;

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