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压电周期板中耦合禁带影响规律分析
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作者 姜周 李琳 +1 位作者 范雨 王文君 《北京航空航天大学学报》 EI CAS CSCD 北大核心 2021年第7期1422-1437,共16页
近年来,利用周期结构中弹性波禁带特性减振的研究思路受到了广泛关注。针对以往周期结构难以实现宽频且可调禁带的问题,设计了一种含电路网络的压电周期结构。该结构中的弯曲波和电路网络中的电波通过压电效应可以产生一个较宽的耦合禁... 近年来,利用周期结构中弹性波禁带特性减振的研究思路受到了广泛关注。针对以往周期结构难以实现宽频且可调禁带的问题,设计了一种含电路网络的压电周期结构。该结构中的弯曲波和电路网络中的电波通过压电效应可以产生一个较宽的耦合禁带,且通过调整电路参数就可以达到调节禁带位置的目的。首先,为了高效计算该结构的波动特性,开发了适用于压电周期结构的减缩波有限元算法,该算法可以在保证结果准确性的基础上节约90%以上的计算时间。利用该算法研究了压电材料尺寸和形状对耦合禁带性能的影响。结果表明:相同电学参数下,随着压电片尺寸的增大,耦合禁带向低频移动,且禁带带宽增加;相同面积下含圆形和方形压电片的机电系统内耦合禁带差异较小,即形状对耦合禁带的分布影响不大。其次,针对不同尺寸和形状的机电系统,设计了电学参数使得在同一频率附近产生耦合禁带,并分析了其性能差异。最后,为了证明耦合禁带的减振效果,设计了一种有限压电周期板模型,其强迫响应的结果证明了耦合禁带对结构内弹性波可以进行有效调控。 展开更多
关键词 压电材料 周期结构 耦合禁带 波有限元算法 减缩算法 参数分析
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Influence of Structure Plane Size on Seismic Response of Soil-Structure Interaction
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作者 姜忻良 张亚楠 《Transactions of Tianjin University》 EI CAS 2013年第5期345-350,共6页
The influence of the change of structure plane size on seismic response was studied for a soil-structure interaction system.Based on the finite element method,a soil-structure interaction calculation model was establi... The influence of the change of structure plane size on seismic response was studied for a soil-structure interaction system.Based on the finite element method,a soil-structure interaction calculation model was established to analyze the seismic response by changing the structure plane size and choosing different earthquake waves for different soil fields.The results show that when the natural periods of vibration for different structure plane sizes are close,under the same earthquake wave,the total displacement on the top layer of the structure and the foundation rotation displacement decrease with the increase of structure plane size,and the proportion of superstructure elastic selfdeformation displacement to the total displacement increases with the increase of structure plane size.While for different types of sites and seismic waves,under the horizontal and vertical seismic waves,the seismic responses of different plane sizes have a similar change rule. 展开更多
关键词 soil-structure interaction finite element analysis structure plane size seismic response time historyanalysis
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Simulation study on ultrasonic tomography for grouted reinforced concrete by finite element
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作者 朱自强 喻波 +2 位作者 李亚楠 肖嘉莹 周勇 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2791-2799,共9页
A finite element reconstruction algorithm for ultrasound tomography based on the Helmholtz equation in frequency domain is presented to monitor the grouting defects in reinforced concrete structures.In this algorithm,... A finite element reconstruction algorithm for ultrasound tomography based on the Helmholtz equation in frequency domain is presented to monitor the grouting defects in reinforced concrete structures.In this algorithm,a hybrid regularizations-based iterative Newton method is implemented to provide stable inverse solutions.Furthermore,a dual mesh scheme and an adjoint method are adopted to reduce the computation cost and improve the efficiency of reconstruction.Simultaneous reconstruction of both acoustic velocity and attenuation coefficient for a reinforced concrete model is achieved with multiple frequency data.The algorithm is evaluated with numerical simulation under various practical scenarios including varied transmission/receiving modes,different noise levels,different source/detector numbers,and different contrast levels between the heterogeneity and background region.Results obtained suggest that the algorithm is insensitive to noise,and the reconstructions are quantitatively accurate in terms of the location,size and acoustic properties of the target over a range of contrast levels. 展开更多
关键词 ultrasound computed tomography nondestructive testing concrete exact field finite element method
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