多层粘弹阻尼复合结构阻尼性能的研究

制备了多层粘弹阻尼复合结构，并研究了其阻尼性能．实验结果表明，多层粘弹弱约束阻尼复合结构的阻尼性能优于多层粘弹自由阻尼复合结构的阻尼性能．     

聚醚氨酯结构与阻尼性能的研究（Ⅱ）

在前文利用动态粘弹仪讨论聚醚氨酯结构与阻尼性能关系的基础上，进一步探讨了由聚醚氨酯作为阻尼层，高模量环氧复合材料作为约束层构成的约束阻尼结构的阻尼性能。结果表明，聚醚氨酯结构对约束阻尼结构的阻尼性能影响很大；其模量也影响材料与金属复合后的阻尼性能，而且复合后的损耗因子峰值温度（Ｔａ）往往较聚醚氨酯的玻璃化温度（Ｔｇ）高２０℃左右；适当的软硬段配比可获得在－２０℃～＋６０℃宽温域内性能优良的阻尼材料     

影响约束阻尼结构阻尼性能的因素

采用自由梁振动法,研究阻尼层厚度、约束层材料及环境温度等三个变量,对约束阻尼结构阻尼性能的影响。结果表明：阻尼层厚度在1 mm～4 mm范围内,约束阻尼结构的阻尼性能随阻尼层厚度的增加而降低; 约束层材料分别为钢板、大理石板、砂浆板时,约束阻尼结构的阻尼性能不同;低温、高温环境均使约束阻尼结构阻尼值变小; 常温环境下,约束阻尼结构的阻尼值较大,复合损耗因子超过了0.154。     

二层粘弹阻尼复合结构的优化设计

构造二节点八自由度有限元模型对二层粘弹弱约束阻尼复合结构的动力学特性进行了数值分析，其计算结果与实验结果基本一致．利用此有限元模型研究了各层阻尼材料的几何及物理参数对复合结构阻尼性能的影响．     

阻尼层合板中波传播性能研究

最近许多约束阻尼复合结构的研究中,阻尼层一般都选用粘弹性材料,由于粘弹性材料的刚度一般远小于约束层和基层的刚度,所以大部分研究都在计算和建模时,忽略粘弹材料的弯曲刚度,而不考虑阻尼层的外延和弯曲变形的影响。应用高阶理论研究了敷设具有一定刚度的蜂房型粘弹性材料的约束阻尼层合板结构动力学方程,探讨了复合层合板梁在振动情况时材料的弯曲刚度,剪切刚度对弯曲波在复合梁中传播的能量损耗影响,以及各层厚对层合板梁的阻尼性能的影响。     

应用粘弹分析仪检测层压复合钢板的阻尼性能

介绍了应用粘弹分析仪检测约束型层压复合钢板阻尼性能的方法。分析表明，层压复合钢板的阻尼性能取决于约束层树脂材料本峰的阻尼性能，而且按一定规律随温度变化，在所用树脂材料的玻璃化转变温度附近，其阻尼因子ｔｇδ达到最大值。     

退火工艺对Al/Mg/Al复合板界面结合与阻尼性能的影响

研究了Al/Mg/Al三明治结构复合板的退火热处理工艺,探讨了退火温度、时间对复合界面和阻尼性能的影响。结果表明:退火使得Mg层中的孪晶及变形组织消失,晶粒明显长大,且可以促进Al-Mg界面原子的相互扩散。随着退火温度的升高,界面效应对复合板的阻尼性能影响由不利转变为有利,在250℃下随着退火时间的延长,复合板的阻尼性能有一定的提高。综合复合板的组织与性能要求,得到Al/Mg/Al复合板的最佳退火工艺为250℃×2h,在应变振幅为5×10~(-4)下复合板的阻尼值Q~(-1)达0.045。     

复合阻尼钢板的减振降噪特性与应用

复合阻尼钢板的减振降噪特性与应用王以理（浙江嵊州市低噪声器材厂３１２４００）复合阻尼钢板的减振降噪特性，随其复合方式不同，减振降噪特性有较大区别。一般是对称复合优于非对称复合，薄复合板优于厚复合板，多层复合优于双层复合。下面就薄复合阻尼钢板与厚复合阻...     

多层阻尼复合结构阻尼性能

制备了多层阻尼复合结构, 应用有限元方法对多层复合结构阻尼性能进行了理论研究。计算结果与实验结果基本一致。利用该有限元模型分析了各层阻尼材料的几何及物理参数对复合结构阻尼性能的影响。分析表明: 阻尼材料的厚度、损耗因子和弹性模量对阻尼复合结构阻尼性能有较大影响, 而阻尼材料的密度对阻尼复合结构阻尼性能的影响不明显。      

约束型复合阻尼隔声板的隔声性能及其应用研究

约束型复合高阻尼隔声板具有良好的隔振、隔声性能,特别适用于对隔声结构的厚度有苛刻要求的场合。对影响约束型复合高阻尼隔声板主要结构参数的研究,有利于指导其设计、制造和应用选择。根据对约束型复合高阻尼隔声板隔声计算模型的计算与实验表明,当隔声板的面积减小时,其低频隔声量会随之增加;当隔声板阻尼层的厚度等量递增时,其隔声量也近似等比例地提高;当面板材料的弹性模量较小时,隔声板的低频和高频的隔声量都会变差;当隔声板阻尼层剪切模量较高时会导致隔声量偏低。     

环氧树脂混杂复合材料的阻尼性能研究

从本文研究的混杂复合材料阻尼特性的影响因素看,玻璃纤维和碳纤维混杂复合材料中两种纤维对阻尼性能和力学性能的作用和贡献是不同的。经GF/CF混杂后,复合材料的阻尼性能符合混合率,阻尼因子界于GF复合材料和CF复合材料的之间。另外,纤维zk强复合材料的模量变化和玻璃化转变温度受所加纤维的种类、含量和混杂效果的影响。     

Design of hybrid steel/composite circular plate cutting tool structures

Substituting composite structures for conventional metallic structures has many advantages because composite materials have both high specific stiffness and damping characteristics compared to conventional metallic materials. In this study, circular plate cutting tools which are used for rough machining of bearing sites in crankshafts or camshafts were designed with the fiber reinforced composite material to reduce tool mass and to improve the dynamic stiffness of circular plate cutting tools. The hybrid steel/composite circular plate cutting tool was analyzed by finite element method with respect to material types such as composite and foam, stacking angles of the composite, adhesive bonding thickness, and dimensions of the cutting tool. Also, the constrained damping characteristics of the tools were experimentally investigated with respect to the adhesive bonding thickness and material type such as composite and PVC foam. From the finite element analysis and experimental results, optimal design parameters for the hybrid steel/composite circular plate cutting tool were suggested.     

爆炸荷载作用下复合材料加筋板的动力响应

为了减轻抗爆结构质量,采用玻璃纤维增强聚合物基复合材料（SMC）与碳纤维增强聚合物基复合材料（CFRP）预浸料,通过数值模拟和等效计算理论,对传统加筋抗爆板结构进行轻质高强设计。利用LS-DYNA有限元数值模拟软件进行分析,发现在爆炸荷载作用下加筋板的运动以弹性运动为主,该种复合材料具有较好的抗爆性能。对复合材料加筋板结构进行参数化分析,发现在爆炸荷载作用下横筋对加筋板结构最大位移值影响最大,纵筋和面板对加筋板的影响依次减小。结合刚度折算方法,建立了爆炸荷载作用下正交异性加筋板结构动力响应分析理论。利用该理论计算得到板结构在爆炸荷载作用下的最大位移,与数值模拟对比发现两者结果较为接近,为加筋抗爆板的设计提供了一种简化有效的计算方法。     

On the use of discontinuous elastomer patches to optimize the damping properties of composite sandwich plates

This study investigates the optimization of a hybrid composite/elastomer sandwich plate structure using a periodical pattern of viscoelastic material. Design variables consist in the thicknesses of the layers, their fiber orientations, the position of the elastomer patches and their geometrical distribution. Damping properties of the hybrid structure are calculated by the Method of Strain Energy (MSE) and the constrained optimization maximizes these properties using the active-set algorithm. Two optimized plates containing patterns embedded or not in a composite matrix are compared with a plate damped by a continuous viscoelastic layer. Results show that optimizing composite plates with patches gives interesting results: damping properties are about ten times the properties of the plates with continuous viscoelastic layers, the patches can be sticked on the external layers of the plate and not internally, and all the strain components in elastomer are involved in damping.     

SMA混杂复合材料单层的被动阻尼

由形状记忆合金纤维、普通纤维、基体构成的混杂复合材料是一类用途广泛的智能材料结构系统。阻尼性能研究是结构被动振动控制的一项重要研究内容。本文采用混杂复合材料阻尼预测的细观力学理论计算SMA纤维混杂复合材料单层的阻尼特性。首先计算包含普通纤维和基体材料的复合材料介质的阻尼性能,其次计算由横观各向同性介质和SMA纤维构成的混杂材料的阻尼性能。通过计算实例分析SMA纤维混杂复合材料单层的正轴阻尼特性及其偏轴阻尼的特性随SMA纤维体积含量、纤维铺设角等参数改变的规律。     

Active constrained layer damping of geometrically nonlinear vibrations of smart laminated composite sandwich plates using 1–3 piezoelectric composites

This paper deals with the analysis of active constrained layer damping (ACLD) of geometrically nonlinear vibrations of sandwich plate with orthotropic laminated composite faces separated by a flexible core. The constraining layer of the ACLD treatment is composed of the vertically/obliquely reinforced 1?C3 piezoelectric composites. The Golla?CHughes?CMcTavish method has been implemented to model the constrained viscoelastic layer of the ACLD treatment in time domain. The first-order shear deformation theory and the Von Kármán type nonlinear strain displacement relations are used for analyzing this coupled electro-elastic problem. A three dimensional finite element model of smart laminated composite sandwich plate integrated with ACLD patches has been developed to investigate the performance of these patches for controlling the geometrically nonlinear vibrations of the plates. The numerical results indicate that the ACLD patches significantly improve the damping characteristics of the sandwich plates with laminated cross-ply and angle-ply facings for suppressing their geometrically nonlinear vibrations. Particular emphasis has been placed on investigating the effect of the variation of piezoelectric fiber orientation angle on the performance of the ACLD treatment.     

Smart damping of geometrically nonlinear vibrations of composite shells using fractional order derivative viscoelastic constitutive relations

In this article, a three-dimensional fractional order derivative model has been developed for the constrained viscoelastic layer of the active constrained layer damping (ACLD) treatment of laminated composite shells undergoing geometrically nonlinear vibrations. The constraining layer of the ACLD treatment is made of vertically/obliquely reinforced 1–3 piezoelectric composites and acts as the distributed actuator. A three-dimensional smart nonlinear finite element model has been developed. Several numerical results are presented to check the accuracy of the present three-dimensional fractional derivative model of the constrained viscoelastic layer for smart damping of geometrically nonlinear vibrations of laminated composite shells.     

基于遗传算法的嵌入式共固化穿孔阻尼层复合材料结构优化

该文建立嵌入式共固化穿孔粘弹性层复合材料结构的遗传算法优化模型,采用混合编码方式对嵌入穿孔阻尼层的复合材料结构试件的粘弹性层穿孔布局进行优化,目标是在增大结构阻尼的同时尽量减少结构的刚度损失。研究结果表明：在不考虑复合材料穿孔阻尼层面积比变化对阻尼和刚度的敏感度时,最优方案是穿孔直径为2mm,孔距为9.90mm,此时阻尼层面积比为96.8%;在考虑复合材料穿孔阻尼层面积比变化对阻尼和刚度的敏感度时,最优方案是穿孔直径为2mm,孔距为9.06mm,此时阻尼层面积比为96.2%。研究结果对大阻尼高刚度嵌入式共固化复合材料阻尼构件的设计制作有重要指导意义。     

频率相关自由阻尼层复合材料加筋板动力分析

采用子空间迭代法和精细积分对敷设粘弹性阻尼层的含损伤复合材料加筋板结构进行了频率和动力响应分析。分析中对层合板和层合梁采用了Adams应变能法与Raleigh阻尼模型相结合的阻尼矩阵构造方法;对表面粘弹性阻尼材料则考虑了材料性质和耗散系数对激振频率与温度的依赖性,建立了频率相关粘弹性材料阻尼矩阵的计算方法。通过有限元分析,分别研究了敷设自由阻尼层无损伤和含分层损伤复合材料加筋板的自振频率和模态特征,并根据幅频曲线讨论了阻尼材料模量、耗散系数和阻尼层厚度等因素对结构响应的影响,提出的计算方法对通过合理选择阻尼层材料与几何参数来有效地控制加筋板结构的振动特性,具有一定的参考价值。