N Ahobal, Jakkamputi Lakshmi Pathi, Gnanasekaran Sakthivel, Thangamuthu Mohanraj, Rakkiyannan Jegadeeshwaran, Bhalerao Yogesh Jayant
Department of Mechanical Engineering, Dayananda Sagar College of Engineering, Bengaluru 560078, India.
School of Mechanical Engineering, Vellore Institute of Technology, Chennai 600127, India.
Polymers (Basel). 2023 Nov 30;15(23):4583. doi: 10.3390/polym15234583.
This study investigates the dynamic characteristics of natural rubber (NR)/polybutadiene rubber (PBR)-based hybrid magnetorheological elastomer (MRE) sandwich composite beams through numerical simulations and finite element analysis, employing Reddy's third-order shear deformation theory. Four distinct hybrid MRE sandwich configurations were examined. The validity of finite element simulations was confirmed by comparing them with results from magnetorheological (MR)-fluid-based composites. Further, parametric analysis explored the influence of magnetic field intensity, boundary conditions, ply orientation, and core thickness on beam vibration responses. The results reveal a notable 10.4% enhancement in natural frequencies in SC4-based beams under a 600 mT magnetic field with clamped-free boundary conditions, attributed to the increased PBR content in MR elastomer cores. However, higher magnetic field intensities result in slight frequency decrements due to filler particle agglomeration. Additionally, augmenting magnetic field intensity and magnetorheological content under clamped-free conditions improves the loss factor by from 66% to 136%, presenting promising prospects for advanced applications. This research contributes to a comprehensive understanding of dynamic behavior and performance enhancement in hybrid MRE sandwich composites, with significant implications for engineering applications. Furthermore, this investigation provides valuable insights into the intricate interplay between magnetic field effects, composite architecture, and vibration response.
本研究通过数值模拟和有限元分析,采用雷迪三阶剪切变形理论,研究了天然橡胶(NR)/聚丁二烯橡胶(PBR)基混合磁流变弹性体(MRE)夹层复合梁的动态特性。研究了四种不同的混合MRE夹层结构。通过将有限元模拟结果与基于磁流变(MR)流体的复合材料的结果进行比较,证实了有限元模拟的有效性。此外,参数分析探讨了磁场强度、边界条件、铺层取向和芯层厚度对梁振动响应的影响。结果表明,在600 mT磁场和自由夹紧边界条件下,基于SC4的梁的固有频率显著提高了10.4%,这归因于MR弹性体芯层中PBR含量的增加。然而,由于填料颗粒团聚,较高的磁场强度会导致频率略有下降。此外,在自由夹紧条件下增加磁场强度和磁流变含量可使损耗因子提高66%至136%,为先进应用提供了广阔前景。本研究有助于全面了解混合MRE夹层复合材料的动态行为和性能增强,对工程应用具有重要意义。此外,本研究为深入了解磁场效应、复合材料结构和振动响应之间的复杂相互作用提供了有价值的见解。