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Experimental Investigation of the Hysteretic Performance of Dual-Tube Self-Centering Buckling-Restrained Braces with Composite Tendons

机译:复合筋筋双管自定心屈曲约束支臂滞后性能的实验研究

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摘要

This paper presents the results of experimental testing a novel dual-tube self-centering buckling-restrained brace (SC-BRB) with pretensioned basalt fiber-reinforced polymer (BFRP) composite tendons. Cyclic tensile experiments are first conducted on two sets of BFRP tendons with different diameters. The results confirm that the BFRP tendons have a stable cyclic elastic modulus and sufficient elongation capacity, making them suitable for use as the self-centering tendons in SC-BRBs. Quasi-static experiments are performed using two dual-tube SC-BRB specimens with different core plate areas. Before the failure of the self-centering system, both specimens stably exhibit the expected flag-shaped hysteresis response, with a relatively small residual deformation. The internal forces in the BFRP tendons and the gaps between the tubes and the end plates are measured to validate the performance of the self-centering system. Both specimens meet the requirements for ultimate ductility and cumulative ductility in braces. For a similar initial pretension, a greater core plate area results in greater residual deformation; however, the cumulative energy dissipation and the equivalent viscous damping are also greater. (C) 2015 American Society of Civil Engineers.
机译:本文介绍了用预应力玄武岩纤维增强聚合物(BFRP)复合肌腱测试新型双管自定心屈曲约束支撑(SC-BRB)的实验结果。首先对两组直径不同的BFRP筋进行循环拉伸实验。结果证实,BFRP筋具有稳定的循环弹性模量和足够的伸长能力,使其适合用作SC-BRBs中的自定心筋。使用两个具有不同核心板面积的双管SC-BRB标本进行准静态实验。在自动定心系统失效之前,两个试样都稳定地表现出预期的旗形滞后响应,并且残余变形相对较小。测量BFRP筋中的内力以及管与端板之间的间隙,以验证自对中系统的性能。两种标本均满足牙套极限延展性和累积延展性的要求。对于相似的初始预紧力,更大的芯板面积会导致更大的残余变形;但是,累积的能量耗散和等效的粘性阻尼也更大。 (C)2015年美国土木工程师学会。

著录项

  • 来源
    《Journal of Composites for Construction》 |2015年第6期|04015011.1-04015011.13|共13页
  • 作者单位

    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, 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

    Buckling-restrained braces; Self-centering; Earthquakes; Basalt fiber-reinforced polymer (BFRP); Experimental investigation;

    机译:屈曲支撑;自定心;地震;玄武岩纤维增强聚合物;实验研究;力学性能;

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