核心板可修复双级屈曲约束支撑的实验和数值研究

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2024-09-10 DOI:10.1016/j.jcsr.2024.109006
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引用次数: 0

摘要

本文介绍了一种可更换芯板的双级屈曲约束支撑(RDYB)。RDYB 的所有组件均通过螺栓连接组装,更换芯板时无需拆卸屈曲约束盖板,从而大大简化了维修过程。首先,介绍了 RDYB 的构造和工作原理。其次,设计了一个可修复芯板的单级屈服屈曲约束支撑(RSYB)来证明修复方法的有效性,并设计了一个 RDYB 来进一步说明所提出的 RDYB 的双级屈服性能。第三,进行了循环加载,以研究试样的滞后性能、失效模式和累积塑性变形能力。试验结果表明,可修复屈曲约束支撑(RBRB)试件具有稳定的滞回性能和良好的累积塑性变形能力。此外,RBRB 试件在更换芯板前后的滞回性能保持一致。本研究的成果有望为开发更多可修复的弹性支撑结构提供有用的参考。
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Experimental and numerical studies of a core plate repairable double-stage yield buckling-restrained brace

This paper introduces a core plate replaceable double-stage yield buckling-restrained brace (RDYB). All components of the RDYB are assembled through bolt connections, allowing for the replacement of the core plate without the need to remove the buckling-restraining cover plate, which can significantly simplify the repairing process. Firstly, the configuration and working principle of the RDYB are presented. Secondly, a core plate repairable single-stage yield buckling-restrained brace (RSYB) was designed to demonstrate the effectiveness of the repairing method, and an RDYB was designed to further illustrate the double-stage yield performance of the proposed RDYB. Thirdly, cyclic loading was conducted to investigate the hysteretic performance, failure modes, and cumulative plastic deformation capabilities of the specimens. The test results show that the repairable buckling-restrained brace (RBRB) specimens exhibit stable hysteretic performance and good cumulative plastic deformation capabilities. Moreover, the hysteretic performance of the RBRB specimens remains consistent before and after the replacement of core plates. The outcomes of this study are expected to provide useful references for the development of more repairable and resilient braced structures.

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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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