Experimental study and multi-scale refinement model of high damping acrylic polymer matrix VEDs for civil structural seismic retrofit

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-05-09 DOI:10.1002/eqe.4147
Yao-Rong Dong, Zhao-Dong Xu, Lihua Zhu, Qingxuan Shi, Qiang-Qiang Li, Jia-Xuan He, Yu Cheng
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Abstract

The viscoelastic dampers (VEDs), which can provide both stiffness and damping, have been recently introduced into the field of structural vibration control for seismic enhancement of civil engineering structures. In this study, a kind of high damping acrylic polymer matrix VEDs (HDPVED) is developed independently, and this innovative HDPVED can solve the significant problem of service performance under medium-high temperature environments, as well as low-frequency vibration control under earthquake actions for civil engineering structures. To systematically investigate the influencing rules of frequency, temperature, and displacement amplitude on the mechanical properties and damping dissipation performance of HDPVEDs, a series of dynamic mechanical performance tests of the developed HDPVEDs are carried out at different frequencies, temperatures, and displacement amplitudes. The research results show that HDPVED exhibits excellent damping dissipation capability and adaptability under medium-high temperature environments and low-frequency excitations. The mechanical properties and energy dissipation performance present a strong correlation with frequency, temperature and displacement amplitude, and there is an obvious coupling effect between the three influencing factors. Based on the macroscopic mechanical property research of HDPVED, the microscopic damping mechanism and microscopic mechanical properties of HDPVED are then investigated. High-order fractional derivative fraction Voigt and Maxwell model in parallel (FVMP) models are preferred to characterize the combined hyper-elasticity and viscoelasticity owned by networked molecular chains and free molecular chains. The breaking and reconstruction theory of microphysical bonds is used to assess the effect of packing particles, and the time-temperature equivalence principle is introduced to assess the effect of temperature. The multi-scale refinement model is proposed, and the validity and accuracy of this model are verified by testing data of HDPVED. The study results show that the proposed model can accurately describe the effects of frequency, temperature, displacement amplitude, and microstructure on the multi-scale mechanical properties of HDPVED. It provides a theoretical basis for the multi-scale design and development of high damping VEDs.

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用于民用结构抗震改造的高阻尼丙烯酸聚合物基质 VED 的实验研究和多尺度细化模型
粘弹性阻尼器(VED)可同时提供刚度和阻尼,近年来已被引入结构振动控制领域,用于土木工程结构的抗震增强。本研究自主研发了一种高阻尼丙烯酸聚合物基体阻尼器(HDPVED),这种创新型 HDPVED 可解决土木工程结构在中高温环境下的服役性能以及地震作用下的低频振动控制等重大问题。为了系统研究频率、温度和位移幅值对 HDPVED 力学性能和阻尼耗散性能的影响规律,对所研制的 HDPVED 在不同频率、温度和位移幅值下进行了一系列动态力学性能试验。研究结果表明,HDPVED 在中高温环境和低频激励下表现出优异的阻尼耗散能力和适应性。其力学性能和耗能性能与频率、温度和位移振幅有很强的相关性,三个影响因素之间存在明显的耦合效应。在对 HDPVED 进行宏观力学性能研究的基础上,对 HDPVED 的微观阻尼机理和微观力学性能进行了研究。采用高阶分数导数Voigt和麦克斯韦平行模型(FVMP)来表征网络分子链和自由分子链所具有的超弹性和粘弹性。利用微物理键的断裂和重构理论来评估堆积粒子的影响,并引入时间-温度等效原理来评估温度的影响。提出了多尺度细化模型,并通过 HDPVED 的测试数据验证了该模型的有效性和准确性。研究结果表明,所提出的模型能准确描述频率、温度、位移振幅和微观结构对 HDPVED 多尺度力学性能的影响。它为高阻尼 VED 的多尺度设计和开发提供了理论依据。
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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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