A low-frequency and broadband wave-insulating vibration isolator based on plate-shaped metastructures

A metamaterial vibration isolator,termed as wave-insulating isolator,is proposed,which preserves enough load-bearing capability and offers ultra-low and broad bandgaps for greatly enhanced wave insulation.It consists of plate-shaped metacells,whose symmetric and antisymmetric local resonant modes offer several low and broad mode bandgaps although the complete bandgap remains high and narrow.The bandgap mechanisms,vibration isolation properties,effects of key parameters,and robustness to complex conditions are clarified.As experimentally demonstrated,the wave-insulating isolator can improve the vibration insulation in the ranges of[50 Hz,180 Hz]and[260 Hz,400 Hz]by 15 dB and 25 dB,respectively,in contrast to the conventional isolator with the same first resonant frequency.

Determination of isolation layer thickness for undersea mine based on differential cubature solution to irregular Mindlin plate

The differential cubature solution to the problem of a Mindlin plate lying on the Winkler foundation with two simply supported edges and two clamped edges was derived.Discrete numerical technology and shape functions were used to ensure that the solution is suitable to irregular shaped plates.Then,the mechanical model and the solution were employed to model the protection layer that isolates the mining stopes from sea water in Sanshandao gold mine,which is the first subsea mine of China.Furthermore,thickness optimizations for the protection layers above each stope were conducted based on the maximum principle stress criterion,and the linear relations between the best protection layer thickness and the stope area under different safety factors were regressed to guide the isolation design.The method presented in this work provides a practical way to quickly design the isolation layer thickness in subsea mining.

Bandgaps and vibration isolation of local resonance sandwich-like plate with simply supported overhanging beam

The concept of local resonance phononic crystals proposed in recent years provides a new chance for theoretical and technical breakthroughs in the structural vibration reduction.In this paper,a novel sandwich-like plate model with local resonator to acquire specific low-frequency bandgaps is proposed.The core layer of the present local resonator is composed by the simply supported overhanging beam,linear spring and mass block,and well connected with the upper and lower surface panels.The simply supported overhanging beam is free at right end,and an additional linear spring is added at the left end.The wave equation is established based on the Hamilton principle,and the bending wave bandgap is further obtained.The theoretical results are verified by the COMSOL finite element software.The bandgaps and vibration characteristics of the local resonance sandwich-like plate are studied in detail.The factors which could have effects on the bandgap characteristics,such as the structural damping,mass of vibrator,position of vibrator,bending stiffness of the beam,and the boundary conditions of the sandwich-like plates,are analyzed.The result shows that the stopband is determined by the natural frequency of the resonator,the mass ratio of the resonator,and the surface panel.It shows that the width of bandgap is greatly affected by the damping ratio of the resonator.Finally,it can also be found that the boundary conditions can affect the isolation efficiency.

General Model to Predict Power Flow Transmitted into Laminated Beam Bases in Flexible Isolation Systems

For estimating the vibration transmission accurately and performing vibration control efficiently in isolation systems, a novel general model is presented to predict the power flow transmitted into the complicate flexible bases of laminated beams. In the model, the laminated beam bases are simulated by the first-order shear deformation laminated plate theory, which is relatively simple and economic but accurate in predicting the vibration solutions of flexible isolation systems with laminated beam bases in comparison with classical laminated beam theories and higher order theories. On the basis of the presented model, substructure technique and variational principle are employed to obtain the governing equation of the isolation system and the power flow solution. Then, the vibration characteristics of the flexible isolation systems with laminated bases are investigated. Several numerical examples are given to show the validity and efficiency of the presented model. It is concluded that the presented model is the extension of the classical one and it can obtain more accurate power flow solutions.

钢板削弱型叠层橡胶支座力学性能试验研究

结合厚层橡胶支座和普通叠层橡胶支座的优点设计新型钢板削弱型叠层橡胶支座,通过调节环形钢板的总数和位置进行支座水平和竖向刚度的有效控制.选择3种中心橡胶层厚度的钢板削弱型叠层橡胶支座,分析所设计支座的滞回特性、刚度特性和耗能特性.基于串-并联模型,构建水平和竖向刚度的计算模型.试验结果表明,相比普通叠层橡胶支座,钢板削弱型叠层橡胶支座的水平和竖向刚度更低,水平和竖向耗能比更高,滞回曲线更光滑饱满.所建模型的计算结果与试验结果的一致性较好,误差绝对值不超过10%.所建模型在评估钢板削弱型叠层橡胶支座的水平和竖向刚度方面具有较高的精度和适用性.

电刷镀制备银/银-石墨烯复合镀层及其性能

在KI体系中采用电刷镀方法在铜基体上制备了银/银-石墨烯复合镀层,研究了镀液中石墨稀含量对所制备复合镀层附着力、接触电阻、物相、耐蚀性和耐磨性的影响。结果表明:纯银镀层和复合镀层的附着力都达到标准要求;在NaCl和H_(2)SO_(4)腐蚀介质中,复合镀层的腐蚀速率均小于纯银镀层,在NaOH腐蚀介质中则相反;复合镀层的平均摩擦因数和磨损率最低,分别为0.274和5.68×10^(-6)mg/(m·N),远小于纯银镀层,接触电阻与纯银镀层相差不大。

自复位刚性滑板隔震支座水平力学性能研究

介绍了自复位刚性滑板隔震支座的基本构成和隔震原理,基于力学平衡原理,对自复位刚性滑板隔震支座进行了理论分析,推导了支座的等效刚度,构造了支座的滞回模型,探讨了支座的回复特性。使用电液伺服压剪试验机测试了支座在低周往复荷载作用下的滞回特性及回复能力。采用ABAQUS软件模拟支座在水平位移激励作用下的滞回特性及回复能力。结果表明:数值模拟结果和试验结果较吻合;自复位刚性滑板隔震支座的滞回性能良好,压力越大,滞回曲线越饱满;该支座往复加载过程的最大应力位于刚性滑块的中心位置,处于弹性范围内;该支座的自复位能力与滑动面摩擦系数呈反相关,与回复橡胶的剪切模量呈正相关。

Micro-vibration suppression and compensation techniques for in-orbit satellite:A review

Micro-vibration is an important factor affecting the imaging quality and pointing accu-racy of the in-orbit satellites.To address the problem of micro-vibration compensation,a general summary for modeling,analysis,suppression,and compensation approach should be outlined.In this review,micro-vibration characteristics and its impacts on the payloads are firstly analyzed.Afterwards,methods for micro-vibration measurement are provided.In detail,the principles and practical applications of these methods are introduced.Then,advanced technologies for micro-vibration suppression are summarized from micro-vibration source attenuation,transfer path opti-mization and sensitive load isolation.Two approaches have been found to be effective for micro-vibration compensation.The one is the Line-of-Sight(LOS)stabilization assisted with Inertial Ref-erence Unit(IRU).The other is using image restoration technology to remove the blur caused by platform jitter.The compensation technique and research status of the two techniques are reviewed.This work will provide researchers with technical guidelines for micro-vibration suppression.

农村建筑叠层竹板橡胶隔震支座的力学性能试验研究

应用加固重组竹板代替钢板,为农村建筑设计了具有低碳、低成本、轻质量等优势的新型隔震支座。开展了加固重组竹板的压剪静力加载试验,结果表明,纯压20MPa时竹板顺纹向出现贯通裂缝;承压5MPa、承剪1.5MPa时,横纹向出现少量裂缝。重组竹板可满足农村建筑承载所需。以四川省汶川县某两层农村建筑为例,应用新型支座对该建筑设计了基础隔震方案,并开展了支座在小震、中震、大震作用下的拟静力试验。结果表明:小震时,竹板未开裂,支座顺纹向剪切刚度高于横纹向约20%,顺、横纹向等效阻尼比均约5%;中震时,竹板出现少量裂缝,但支座仍具完整性,其顺、横纹向刚度降低,阻尼比略有提高;大震时,竹板出现较多裂缝,但支座仍可有效承载,其顺、横纹向刚度进一步降低,阻尼比分别增加至7%~10%;大震时,沿横纹向循环加载20次后,支座等效刚度略微降低,其有效阻尼比增加至20%,可有效抵御主震余震多次影响。因此,该新型隔震支座具有可行性。

斜坡上混凝土多层框架结构隔震与装配式设计与难点分析

以7度区建于斜坡上的某重点设防类混凝土多层框架为例,对设计中同时采用隔震与装配式技术的结构设计进行了论述,对建筑周围地面有坡度时隔震沟的设置、隔震沟盖板顶标高不同时的建筑边缘和角部特殊节点构造、外绕柱式隔震沟节点构造、预制框架柱的选取、预制柱与建筑外墙保温节能一体化施工节点构造等难点进行了详细分析,可作为类似工程的参考。

带隔振器的宽厚板热轧机传动扭振幅频特性研究

为了进一步提高宽厚板热轧机传动系统的稳定性,使用隔振器来降低设备的幅频特性,然后通过仿真测试各个扭转刚度下宽厚板热轧机传动系统形成的扭振幅频变化。结果表明,使用隔振器后,传动系统产生了较小的扭振位移,在较短时间内从不稳定状态恢复至稳定状态,且能够更快地进入稳定周期。通过适当提高隔振器惯量比可以获得较小的幅频并减小弯曲度,惯量比设定为0.2较合理。此外,隔振器还具备高阻尼以及使用寿命长等优点,可以对轧机传动扭振频率起到良好的调节作用。

Comparative study on production,purification of penicillin by Penicillium chrysogenum isolated from soil and citrus samples

Objective:To explore various unexplored locations where Penicillium spp.would be available and study the production of penicillin from the isolated Penicillium spp.in different media with altered carbohydrate source.Methods:The collected soil samples were screened for the isolation of Penicillium chrysogenum(P.chrysogenum) by soil dilution plate.The isolated Penicillium species were further grown in different production media with changes in the carbohydrate source.The extracted penicillin from various isolates was analyzed by HPLC for the efficacy of the product.Further the products were screened with various bacterial species including methicillin resistant Staphylococcus aureus(MRSA).And the work was extended to find the possible action on MRSA,along with characterization using other pathogens.Results:From the various soil and citrus samples used for analysis,only the soil sample from Government General Hospital of Bangalore,India,and Sanjay Gandhi Hospital,Bangalore,India,showed some potential growth of the desired fungi P.chrysogenum.Different production media showed varied range of growth of PenicilUum.Optimum production of penicillin was obtained in maltose which proved maximum zone of inhibition during assay.Characterization of penicillin on pathogens,like wild Escherichia coli strain,Klebsiella spp.,and MRSA,gave quite interesting results such as no activity on the later strain as it is resistant.HPLC data provided the analytical and confirmation details of the penicillin produced.Accordingly,the penicillin produced from the soil sample of Government General Hospital had the high milli absorbance unit of 441.5 mAu compared with that of the penicillin produced from Sanjay Gandhi Hospital sample,8S.S2 mAu.Therefore,there was a considerable change in quantity of the penicillin produced from both the samples.Conclusions: The Penicillium spp.could be possibly rich in hospital contaminants and its environments.This research focuses on various unexplored sources of medical ailments,and also shows that the growth of penicillin is high in maltose rich media that could possibly enhance the growth.

Analytical Modeling of Vibration of Micropolar Plates

This paper presents an extension of mathematical static model to dynamic problems of micropolar elastic plates, recently developed by the authors. The dynamic model is based on the generalization of Hellinger-Prange-Reissner (HPR) variational principle for the linearized micropolar (Cosserat) elastodynamics. The vibration model incorporates high accuracy assumptions of the micropolar plate deformation. The computations predict additional natural frequencies, related with the material microstructure. These results are consistent with the size-effect principle known from the micropolar plate deformation. The classic Mindlin-Reissner plate resonance frequencies appear as a limiting case for homogeneous materials with no microstructure.

某博物馆的地铁所致振动过程及阻振控制研究

以成都某博物馆新馆为背景,对地铁运行所致振动在传播路径上的控制措施进行研究。结合现场实测数据,分别对隔振沟、隔振桩、波阻板的减振效果进行量化研究及参数优化分析,得出最优减振目标。结果表明:隔振沟深度对减振效果影响显著,随着深度增大其减振效果逐渐增强,且在高频段振动衰减尤为明显;隔离桩深度介于15 m~27 m之间时,其减振量达1.4 dB~3.3 d B;增大波阻板的厚度可以显著增强减振效果,其中3 m厚波阻板可减振3.2dB左右,该研究可为地铁致结构振动的过程阻振控制提供参考依据。

自复位刚性滑板隔震支座试验研究

近年来组合隔震体系在工程抗震领域应用日益增多。本文基于组合隔震技术将滑板隔震支座的摩擦滑移元件和叠层橡胶隔震支座的橡胶元件并联形成一种新型隔震支座——自复位刚性滑板隔震支座。通过试验研究不同压力、加载位移及水平加载频率与滞回特性的相关性等性能,基于ABAQUS有限元软件对该支座进行数值模拟分析。研究结果表明:数值模拟结果与试验结果吻合较好;自复位刚性滑板隔震支座具有更高的竖向承载力,支座滞回曲线稳定饱满,拥有良好的隔震效能,是一种可适用于工程应用的隔震支座。

尼龙板-高阻尼厚层橡胶支座力学性能试验研究

隔振支座用于工业厂房楼层内的机械隔振,但传统的叠层橡胶支座存在重量大、造价高的缺点。采用尼龙板替代传统橡胶支座中的钢板,高阻尼厚层橡胶替代传统橡胶层,形成一种简易机械隔振支座,其具有质量轻、造价低的优点。进行了尼龙板材料性能试验和隔振支座的水平剪切、竖向压缩和极限压缩等力学性能试验,分析了压应力、剪应变、加载频率、橡胶剪切模量对支座力学性能的影响。结果表明:尼龙板-高阻尼厚层橡胶支座力学性能稳定,尼龙板可以替代传统叠层橡胶隔振支座中的钢板;支座的水平剪切性能具有较强的剪应变相关性和压应力相关性,而加载频率对其影响则较小;增大橡胶的剪切模量可以显著提升支座的水平剪切性能和竖向压缩性能,但也会进一步削弱水平剪切性能的剪应变相关性和压应力相关性。

某隔震建筑连廊结构设计与分析

某隔震建筑连廊由23.9m高的框架隔震结构和35.1m高的框架-剪力墙隔震结构,通过跨度为25.3m的钢桁架连廊分别在5.15m和16.55m标高连接形成。两侧塔楼水平位移和体量差异大,进行了3种连廊连接方式的选型分析,确定了一端固结一端滑动的连接方案。分析结果表明连廊对两侧隔震建筑的影响较小,在设防地震和罕遇地震作用下,有无连廊连接时两侧隔震建筑底部剪力和倾覆力矩基本一样,塔楼结构按单体模型进行承载力设计基本可行。通过罕遇地震作用下连廊整体模型和单体模型的变形分析,确定了连廊滑动支座的设计参数。有连廊整体和无连廊单体弹塑性分析结果表明塔楼结构相关范围构件均能满足性能目标要求。人群竖向荷载和横向荷载作用下,连廊结构的舒适度满足规范要求。

隔震支座骨架板平面度检测系统设计

隔震支座骨架板的平面度测定是决定隔震支座工作性能的关键,为了加强骨架板在生产过程中的平面度检测,设计了一种基于激光传感器的隔震支座骨架板平面度检测系统。该系统通过激光传感器扫描获得骨架板平面的点云数据,运用最小二乘法拟合空间平面得到理想平面,从而计算出骨架板的平面度。实验结果表明,隔震支座骨架板平面度检测系统可以快速精准地完成骨架板平面度的检测工作,计算方便快捷,系统稳定性好。

某大底板多塔隔震结构设计

昆明市第二人民医院新院医疗综合楼项目为隔震项目。通过对隔震层位置进行比选,采用上部多塔楼共用隔震层顶板的大底板隔震设计方案,有效解决传统单塔隔震上部各塔楼缝宽过大带来的建筑处理难题。采用性能化设计,通过PKPM与ETABS两种软件对多塔隔震结构进行中震性能详细分析,采用ETABS软件进行罕遇地震作用下的弹塑性动力分析和隔震支座校核,并对大底板进行专项分析,保证了大底板多塔隔震结构的抗震安全性。

水平中央隔涡板透空形式对分体箱梁涡振响应的影响

分体箱梁断面因其优异的颤振性能近年来在大跨度缆索承重桥梁中多有应用。对涡振问题比较严重的分体箱梁,采用气动措施削弱开槽处的大尺度漩涡是控制涡振的最有效手段。通过大比例节段模型风洞试验,对比了不同形式水平隔涡板对分体箱梁的涡振控制效果。比较结果显示:在透空率接近的情况下,采用两侧水平隔涡板比各种打孔板的涡振控制效果都要好,如果要采用打孔板达到两侧水平板近似的涡振效果,透空率需要再减小26%左右;如果采用打孔板,板上的孔越是不均匀,涡振控制效果越好,而孔的形状对涡振影响不大。