为钢管桥墩开发新型摇动连接:概念验证研究

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-07-02 DOI:10.1002/eqe.4185
Akbar Vasseghi, Mohammad Hossein Mahmoudi
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引用次数: 0

摘要

本文介绍了一种用于自定心管状钢桥墩的新型袋式消能摇动连接。与典型的自定心系统不同,这种连接不使用后张筋,完全依靠重力荷载来重新定心,但它采用了一种冗余机制来防止几何不稳定性和坍塌。该连接件由多个组件组成,包括一个嵌入式套筒组件和一个靠支柱支承并与嵌入式组件摩擦连接的环形板。在摇晃过程中,环板通过摩擦和材料屈服提供两级能量消耗。在这种连接中,任何残余漂移都可以通过松开环板摩擦连接中的螺栓轻松恢复。为了模拟连接在垂直和横向载荷作用下的响应,我们建立了一个有限元模型,在不同部件的表面界面上设置了接触元件。有限元分析和四分之一尺寸试样的准静态循环测试表明,该连接件可提供足够的横向阻力和旗形滞后响应,残余位移很小或可恢复。试验结果证实,该连接件可承受较大的横向漂移(最多 7.6%)而不会造成结构损坏。测试结果还表明,摩擦连接螺栓组件中垫圈的类型和配置对连接的滞后特性有很大影响。在螺栓组件中加入锥形弹簧垫圈后,连接的横向强度和能量消耗特性得到了极大改善。
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Development of a novel rocking connection for tubular steel bridge piers: A proof of concept study

This paper introduces a novel pocket-type dissipative rocking connection for self-centering tubular steel bridge piers. Unlike typical self-centering systems, this connection does not utilize post-tensioned tendons and relies solely on gravity load for re-centering, but it employs a redundant mechanism to prevent geometrical instability and collapse. The connection consists of several components, including an embedded sleeve component and a ring plate bearing against the column and frictionally connected to the embedded component. During rocking, the ring plate provides two-level energy dissipation through friction and material yielding. In this connection, any residual drift could be easily recovered by untightening bolts in the frictional connection of the ring plate. A finite element model with contact elements at surface interfaces between different components was developed to simulate the response of the connection under vertical and lateral loading. Finite element analyses and quasi-static cyclic tests of a quarter-scale specimen demonstrated that the connection could provide adequate lateral resistance and a flag-shaped hysteresis response with marginal or recoverable residual displacements. Test results confirmed that the connection can sustain large lateral drifts (up to 7.6%) without structural damage. Test results also indicated that the hysteresis characteristics of the connection are highly influenced by the type and configuration of the washers in the bolt assembly of the frictional connection. The lateral strength and energy dissipation properties of the connection were greatly improved when conical spring washers were added to the bolt assembly.

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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
期刊最新文献
Issue information Issue information SSI-induced seismic earth pressures on an integral abutment bridge model: Experimental measurements versus numerical simulations and code provisions Estimation of inelastic displacement ratio spectrum for existing RC structures via displacement response spectrum Linear equivalence for motion amplification devices in earthquake engineering
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