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Seismic Retrofit Schemes with FRP for Deficient RC Beam-Column Joints: State-of-the-Art Review

机译:具有FRP的地震改造方案,用于缺陷RC梁柱关节:最先进的审查

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This paper aims to review and critically assess experimental research efforts on the seismic retrofit of existing reinforced concrete (RC) beam-column joints with fiber-reinforced polymer (FRP) sheets of the past 20 years. A review of the literature revealed several promising features of FRP strengthening schemes. FRP retrofits can be used to address a number of different deficiencies in nonseismically designed RC members framing into beam-column joints. A majority of studies concentrate on joint shear strengthening, and strengthening in the principal stress axis is found to be most effective. Other strategies include counteracting the weak-column/strong-beam in nonseismically designed specimens by means of column flexural strengthening, as well as plastic hinge relocation within the beams, away from the joint. Only a limited number of studies evaluate combining several of these retrofit objectives into a more complete retrofit of the joint subassemblage. In most studies, simple FRP wrapping is observed to be used for anchorage, which is not always effective. Instead, anchorage by means of FRP anchors or mechanical anchors is shown to be required to achieve adequate strengthening in most cases. Next to the detailed discussion of the literature, a database of all tested specimens is compiled and analyzed. Shear strengthening design equations from major design guidelines are assessed based on the experimental results collected in this database, highlighting the need for their further improvement. Moreover, an analysis of the database reveals a lack of tested specimens with realistic test set-ups, including scaled specimens, testing without axial load, and lack of slab and transverse beams. These parameters are found to heavily affect retrofit effectiveness and may lead to nonconservative results. Moreover, on average, the effectiveness of repairing predamaged specimens is found to be similar to that of retrofitting specimens without damage.
机译:本文旨在审查和批判性地评估现有钢筋混凝土(RC)梁柱接头的地震改造与过去20年的纤维增强聚合物(FRP)板材的抗震性改造。文献综述揭示了FRP加强计划的几个有希望的特征。 FRP改造可用于在非涤学RC成员框架中绘制到光束柱关节中的许多不同缺陷。大多数研究专注于关节剪切强化,并发现主应力轴的加强是最有效的。其他策略包括通过柱弯曲强化,以及梁内的塑料铰链重定位,抵消非识别设计的标本中的弱柱/强光梁,远离接头。只有有限数量的研究评估了这些改装目标的几个结合成关节子组件的更完全改造。在大多数研究中,观察到简单的FRP包装用于锚定,这并不总是有效的。相反,通过FRP锚或机械锚固件的锚固被示出需要在大多数情况下实现足够的强化。在文献的详细讨论旁边,编译并分析了所有测试样本的数据库。根据本数据库中收集的实验结果评估来自主要设计指南的剪切强化设计方程,突出了他们进一步改进的需求。此外,数据库的分析显示缺乏具有现实测试设置的测试标本,包括缩放标本,无轴向载荷的测试,以及缺少板坯和横梁。发现这些参数严重影响改造效果,可能导致非不端性结果。此外,平均而言,发现修复偏向标本的有效性与没有损坏的改装标本类似的有效性。

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  • 来源
    《Journal of Composites for Construction》 |2019年第4期|03119001.1-03119001.18|共18页
  • 作者单位

    European Commiss Joint Res Ctr I-21027 Ispra Italy|UCL EPICtr Dept Civil Environm & Geomat Engn Chadwick Bldg Gower St London WC1E 6BT England;

    UCL EPICtr Dept Civil Environm & Geomat Engn Chadwick Bldg Gower St London WC1E 6BT England|Univ Porto Dept Civil Engn Lab Earthquake & Struct Engn CONSTRUCT LESE Fac Engn P-4200465 Porto Portugal;

    UCL EPICtr Dept Civil Environm & Geomat Engn Chadwick Bldg Gower St London WC1E 6BT England;

    Univ Porto Dept Civil Engn Lab Earthquake & Struct Engn CONSTRUCT LESE Fac Engn P-4200465 Porto Portugal;

    Univ Edinburgh Kings Bldg Mayfield Rd Edinburgh EH9 3JL Midlothian Scotland;

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