新型摇摆桥柱外部耗散装置:弹性旋转摩擦元件

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Hamdy Farhoud, Anthony Mackin, Islam M. Mantawy
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引用次数: 0

摘要

带有内部加固的摇摆柱面临着非弹性屈曲、低周疲劳导致的断裂以及复杂的修复过程等挑战,这些挑战可能会损害其在地震事件后的弹性。本文介绍了弹性旋转摩擦元件(RRFE),这是一种创新的外部耗散装置,旨在克服这些摇摆柱的固有局限性。通过集成可控的旋转摩擦机制和自定心预应力链,RRFE可以实现无损伤的地震能量耗散,并具有优越的结构弹性。在单调和循环荷载下的试验评估验证了RRFE的鲁棒性和耗能能力。单调测试表明,扭矩水平对摩擦阻力的影响,摩擦能量从0.10增加到1.11 kips·in,反映了从紧绷过渡到40 lb·ft扭矩水平时增加了11倍。由单调试验建立的力学模型为摩擦能设计提供了预测精度。此外,基于库仑摩擦定律和应力分布原理,建立了推导转动力矩的理论框架。根据实验结果验证了所开发的方程,准确地捕获了施加扭矩与轴向峰后行为之间的关系,为优化RRFE性能提供了可靠的工具。循环试验强调了不同试件间一致的能量耗散和后屈曲性能。更高的扭矩水平导致能量耗散增加。RRFE的适应性设计适合混凝土墙、钢柱和大质量木墙等摇晃系统,为新建和改造提供了经济高效的解决方案。本文证实了RRFE在抗震设计方面的革命性进步,解决了传统系统的缺点,并为抗震结构提供了一种高效、可修复和有弹性的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Novel external dissipative device for rocking bridge columns: Resilient rotational friction elements
Rocking columns with internal reinforcement face challenges such as inelastic buckling, fracture due to low-cycle fatigue, and complex repair processes, which can compromise their resiliency after seismic events. This paper introduces the resilient rotational friction element (RRFE), an innovative external dissipative device designed to overcome inherent limitations in these rocking columns. By integrating controlled rotational friction mechanisms and self-centering prestressed strands, the RRFE enables damage-free seismic energy dissipation with superior structural resilience. Experimental evaluation under monotonic and cyclic loading validated the RRFE's robustness and energy dissipation capabilities. Monotonic tests demonstrated the influence of torque levels on frictional resistance with friction energy increasing from 0.10 to 1.11 kips·in, reflecting an 11-time increase when transitioning from snug-tightened to a 40 lb·ft torque level. A mechanistic model developed from monotonic tests provides predictive accuracy for friction energy design. Additionally, a theoretical framework was established to derive the rotational moment (MR) based on Coulomb’s friction law and stress distribution principles. The developed equations, validated against experimental results, accurately capture the relationship between applied torque and axial post-peak behavior, providing a reliable tool for optimizing RRFE performance. Cyclic tests highlighted consistent energy dissipation and post-buckling performance across different specimens. Higher torque levels resulted in increased energy dissipation. The RRFE's adaptable design suits rocking systems such as concrete walls, steel columns, and mass timber walls, offering a cost-effective solution for new construction and retrofitting. This paper confirms the RRFE's potential as a transformative advancement in seismic-resistant design, addressing conventional system drawbacks and providing an efficient, repairable, and resilient solution for seismic-resistant structures.
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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