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Mechanical Analysis and Numerical Simulation for New Type of Dynamic Control Devices
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作者 CHEN Suhua LI Ruiqi +2 位作者 FEI Liang YU Zhiguang DING Jianming 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2022年第6期735-749,共15页
The conventional dynamic control devices,such as fluid viscous damper(VFD)and isolating bearings,are unsuitable for the double-deck cable-stayed bridge due to a lack of sustainability,so it is necessary to introduce s... The conventional dynamic control devices,such as fluid viscous damper(VFD)and isolating bearings,are unsuitable for the double-deck cable-stayed bridge due to a lack of sustainability,so it is necessary to introduce some high-tech dynamic control devices to reduce dynamic response for double-deck cable-stayed bridges under earthquakes.A(90+128)m-span double-deck cable-stayed bridge with a steel truss beam is taken as the prototype bridge.A 3D finite element model is built to conduct the nonlinear time-history analysis of different site categories in fortification intensityⅨ(0.40 g)degree area.Two new types of dynamic control devices-cable sliding friction aseismic bearings(CSFABs)and elasticity fluid viscous dampers composite devices(EVFDs)are introduced to reduce the dynamic responses of double-deck cable-stayed bridges with steel truss beam.The parametric optimization design for the damping coefficient C and the elastic stiffness of spring K of EVFDs is conducted.The following conclusions are drawn:(1)The hybrid support system by EVFDs and CSFABs play a good function under both seismic and regular work,especially in eliminating the expansion joints damage;(2)The hybrid support system can reduce the beam-end displacement by 75%and the tower-bottom bending moment by 60%under the longitudinal seismic excitation.In addition,it can reduce the pier-bottom bending moment by at least 45%under transverse seismic and control the relative displacement between the pier and beam within 0.3 m.(3)Assuming the velocity indexα=0.3,the parametric optimization suggests the damping coefficient C as 2000 kN·s·m-1in siteⅠ0,4000kN·s·m-1in siteⅡ,6000 kN·s·m-1in siteⅣ,and the elastic stiffness of spring K as 10000 kN/m in siteⅠ0,50000 kN/m in siteⅡ,and 100000 kN/m in siteⅣ. 展开更多
关键词 dynamic control device double-deck cable-stayed bridge with steel truss beam cable-sliding friction aseismic bearings(CSFABs) elasticity fluid viscous dampers composite devices(EVFDs)
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Enhancement of Magnetoelectric Properties in A Surface-Mount Magnetoelectric Device
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作者 LI Jun ZHANG Yuan +3 位作者 LI Yingwei ZHU Yongdan JIANG Renhui LI Meiya 《Wuhan University Journal of Natural Sciences》 CAS CSCD 2016年第4期333-338,共6页
The fabrication and properties of a novel double layered surface-mount magnetoelectric(ME) device are investigated and reported. This ME device is made up of two opposite polarized piezoelectric PZT slices bonded on... The fabrication and properties of a novel double layered surface-mount magnetoelectric(ME) device are investigated and reported. This ME device is made up of two opposite polarized piezoelectric PZT slices bonded on the same side of a magnetostrictive material Metglas, forming a novel two PZT in-series device. ME voltage obtained from the two PZT in-series is obviously higher than that of single PZT in a magnetic field with certain value. The ME voltage coefficient(αV) of the surface-mount ME device is significantly enhanced by adjusting the thickness of Metglas: 1) At a frequency of 1 k Hz, αV of this device increases with the layer number of Metglas increased, and the maximum value of αV is about 4.25 times than the minimum; 2) At a frequency of 5 k Hz, the maximum value of αV is 458 mV /Oe, which derives from the ME device with three layers Metglas. This novel design provides an effective way to manufacture miniature and high sensitive ME devices, which makes it possible to apply ME device into integrated circuit(IC). 展开更多
关键词 magnetoelectric composite system surface-mount device magnetoelectric voltage coefficient PZT/Metglas
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