EXPERIMENTAL AND NUMERICAL SIMULATION OF A NOVEL MAGNETIC POLE REPULSIVE PASSIVE DAMPER FOR VIBRATION CONTROL

IF 0.8 Q4 ENGINEERING, CIVIL Advances in Civil and Architectural Engineering Pub Date : 2023-10-27 DOI:10.13167/2023.27.8
Saran Sathish Kumar, Amudhan Vijayakumar, Daniel Cruze, Hemnath Kasaram
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Abstract

This article presents a novel magnetic pole repulsive damper (MPRD) incorporating neodymium magnetic repulsive blocks and springs. The study explores the mechanical properties of the springs and magnetic blocks through numerical simulations using ANSYS and experimental evaluation. To gain deeper insights into the behaviour of the MPRD, an accurate and high-fidelity finite element model was developed. The evaluation process involved a comprehensive comparison between the numerical simulations and experimental tests, explicitly focusing on cyclic compression–tension forces. The study encompassed the functioning, design implications, fabrication technique, mechanical performance, and numerical simulation for the cyclic compression–tension forces of the MPRD. The cyclic compression–tension tests revealed a gradual increase in force, with the MPRD achieving an ultimate force of 2,877 kN. The MPRD exhibited robust hysteresis behaviour in cyclic loading, showing its capacity to undergo and uphold the stability of the combination of its materials. The cyclic compression–tension results indicated the maximum force carrying capability of the damper. This resilience implies its full reusability in such scenarios. The comparison between cyclic compression–tension tests confirmed the alignment between the numerical simulation and experimental investigation.
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一种新型磁极排斥被动阻尼器的实验与数值模拟
本文提出了一种新型磁极排斥阻尼器(MPRD),该阻尼器是由钕磁排斥块和弹簧组成的。通过ANSYS的数值模拟和实验评估,研究了弹簧和磁块的力学性能。为了更深入地了解MPRD的行为,开发了一个精确和高保真的有限元模型。评估过程涉及数值模拟和实验测试之间的全面比较,明确侧重于循环压缩-拉伸力。该研究包括MPRD的功能、设计含义、制造技术、机械性能和循环压缩-拉伸力的数值模拟。循环压缩-拉伸试验表明,MPRD的受力逐渐增加,达到了2877 kN的极限力。MPRD在循环加载中表现出鲁棒的迟滞行为,显示出其承受和维持其材料组合稳定性的能力。循环压张结果表明了阻尼器的最大承载能力。这种弹性意味着它在这种情况下具有完全的可重用性。循环压拉试验的对比证实了数值模拟与试验研究的一致性。
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EXPERIMENTAL AND NUMERICAL SIMULATION OF A NOVEL MAGNETIC POLE REPULSIVE PASSIVE DAMPER FOR VIBRATION CONTROL MAGNETIC POLE REPULSIVE DAMPER (MPRD): A PROMISING SOLUTION FOR SEISMIC PROTECTION OF STRUCTURES SHEAR BEHAVIOUR OF REINFORCED-CONCRETE BEAMS INCORPORATING IRON FILINGS AS SAND REPLACEMENT INFLUENCE OF BINDERS, MIX PROPORTIONS, AND FABRICATION METHOD ON THE CHARACTERISTICS OF FLY ASH AGGREGATE EFFECT OF BACTERIAL CURING AND BACTERIAL ADDITIVE ON CONCRETE PROPERTIES
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