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A comparative study on rigid and flexible magnetoelectric composites:Review
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作者 Vaishnavi Khade Madhuri Wuppulluri 《Journal of Advanced Dielectrics》 2024年第2期1-32,共32页
This review reports the latest trends in the ceramic composite matrix used for the magnetoelectric(ME)effect.In the last few years,ME composite has become the center of attraction for use in various electrically and m... This review reports the latest trends in the ceramic composite matrix used for the magnetoelectric(ME)effect.In the last few years,ME composite has become the center of attraction for use in various electrically and magnetically coupled devices.The growth and use of electronic components everywhere have propulsively accelerated the exploration of self-powered electronic and sensor network devices.ME is a feasible technique for addressing difficulties of traditional batteries such as short life span and fre­quent recharge difficulties.Self-charging multiferroic components have been found for the constant working of mobile electronics that use multiferroic composites in response to magnetoelectric energy transformation.Researchers have rigorously studied the rigid and flexible magnetoelectric composites for their suitability in applications.This paper gives a comparative study between rigid and flexible magnetoelectric composites based on their properties and provides knowledge about the materials for such types of composites.It reviews the latest polymer-based ME materials as well as the related fabrication and polarization methods.The review finally encapsulates the applications in biomedicine,ranging from mechanical energy harvesters to sensors and actuators. 展开更多
关键词 Multiferroic magnetoelectric effect ferromagnetism ferroelectricity rigid ME composites flexible ME composites
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Bionic Design and Simulation Analysis of Energy⁃Efficient and Vibration⁃Damping Walking Mechanism
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作者 Rui Zhang Hao Pang +4 位作者 Yuan He Dianlei Han Lige Wen Lei Jiang Jianqiao Li 《Journal of Harbin Institute of Technology(New Series)》 CAS 2021年第4期16-24,共9页
African ostrich can run for 30 min at a speed of 60 km/h in the desert,and its hindlimb has excellent energy saving and vibration damping performance.In order to realize the energy⁃efficient and vibration⁃damping desi... African ostrich can run for 30 min at a speed of 60 km/h in the desert,and its hindlimb has excellent energy saving and vibration damping performance.In order to realize the energy⁃efficient and vibration⁃damping design of the leg mechanism of the legged robot,the principle of engineering bionics was applied.According to the passive rebound characteristic of the intertarsal joint of the ostrich foot and the characteristic of variable output stiffness of the ostrich hindlimb,combined with the proportion and size of the structure of the ostrich hindlimb,the bionic rigid⁃flexible composite legged robot single⁃leg structure was designed.The locomotion of the bionic mechanical leg was simulated by means of ADAMS.Through the motion simulation analysis,the influence of the change of the inner spring stiffness coefficient within a certain range on the vertical acceleration of the body centroid and the motor power consumption was studied,and the optimal stiffness coefficient of the inner spring was obtained to be 200 N/mm,and it was further verified that the inner and outer spring mechanism could effectively reduce the energy consumption of the mechanical leg.Simulation results show that the inner and outer spring mechanism could effectively reduce the motor energy consumption by about 72.49%. 展开更多
关键词 bionics engineering bionic mechanical leg passive rebound characteristic rigid⁃flexible composite structure energy⁃efficient and vibration⁃damping
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Behavior of composite rigid frame bridge under bi-directional seismic excitations 被引量:22
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作者 Xiaogang Liu Jiansheng Fan +1 位作者 Jianguo Nie Guo Li 《Journal of Traffic and Transportation Engineering(English Edition)》 2014年第1期62-71,共10页
Pushover analysis and time history analysis are conducted to explore the bi-directional seismic behavior of composite steel-concrete rigid frame bridge, which is composed of RC piers and steel-concrete composite girde... Pushover analysis and time history analysis are conducted to explore the bi-directional seismic behavior of composite steel-concrete rigid frame bridge, which is composed of RC piers and steel-concrete composite girders. Both longitudinal and transverse directions excitations are investigated using OpenSees. Firstly, the applicability of pushover analysis based on the funda- mental mode is discussed. Secondly, an improved pushover analysis method considering the contribution of higher modes is proposed, and the applicability on composite rigid frame bridges under bi-directional earthquake is verified. Based on this method, an approach to predict the displacement responses of composite rigid frame bridge under random hi-directional seismic excitations by revising the elasto-plastic demand curve is also proposed. It is observed that the developed method yield a good estimate on the responses of composite rigid frame bridges under bi-directional seismic excitations. 展开更多
关键词 composite rigid frame bridge bi-directional Seismic excitation pushover analysis time history analysi
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