An automated CAE system for multidisciplinary structural design: its application to micro accelerometer

2010 ◽  
Vol 24 (9) ◽  
pp. 1875-1883 ◽  
Author(s):  
Joon-Seong Lee ◽  
Ho-Jung Lee
2003 ◽  
Vol 69 (686) ◽  
pp. 1409-1414
Author(s):  
Kiyomi KOJIMA ◽  
Takeshi TERASAKI ◽  
Hideo MIURA ◽  
Asao NISHIMURA
Keyword(s):  

Micromachines ◽  
2021 ◽  
Vol 13 (1) ◽  
pp. 38
Author(s):  
Libin Huang ◽  
Qike Li ◽  
Yan Qin ◽  
Xukai Ding ◽  
Meimei Zhang ◽  
...  

This study designed an in-plane resonant micro-accelerometer based on electrostatic stiffness. The accelerometer adopts a one-piece proof mass structure; two double-folded beam resonators are symmetrically distributed inside the proof mass, and only one displacement is introduced under the action of acceleration, which reduces the influence of processing errors on the performance of the accelerometer. The two resonators form a differential structure that can diminish the impact of common-mode errors. This accelerometer realizes the separation of the introduction of electrostatic stiffness and the detection of resonant frequency, which is conducive to the decoupling of accelerometer signals. An improved differential evolution algorithm was developed to optimize the scale factor of the accelerometer. Through the final elimination principle, excellent individuals are preserved, and the most suitable parameters are allocated to the surviving individuals to stimulate the offspring to find the globally optimal ability. The algorithm not only maintains the global optimality but also reduces the computational complexity of the algorithm and deterministically realizes the optimization of the accelerometer scale factor. The electrostatic stiffness resonant micro-accelerometer was fabricated by deep dry silicon-on-glass (DDSOG) technology. The unloaded resonant frequency of the accelerometer resonant beam was between 24 and 26 kHz, and the scale factor of the packaged accelerometer was between 54 and 59 Hz/g. The average error between the optimization result and the actual scale factor was 7.03%. The experimental results verified the rationality of the structural design.


2000 ◽  
Vol 2000 (0) ◽  
pp. 725
Author(s):  
Kiyomi KOJIMA ◽  
Takeshi TERASAKI ◽  
Hideo MIURA

2011 ◽  
Vol 215 ◽  
pp. 144-147
Author(s):  
L. Duan ◽  
Xue Wen Wang ◽  
Zhao Jian Yang

Based on ASP.NET, Visual Basic .NET and ANSYS APDL command, a mine hoist spindle distributed collaborative CAE services system was established which can provide mine hoist spindle remote parametric structural design and CAE services, realized the product-level mine hoist spindle collaborative CAE function basically.


1997 ◽  
Vol 63 (610) ◽  
pp. 2173-2180 ◽  
Author(s):  
Shinobu YOSHIMURA ◽  
Tomonari FURUKAWA ◽  
Tomasz KOWALCZYK ◽  
Genki YAGAWA
Keyword(s):  

2020 ◽  
Author(s):  
Alexey Slobodyuk ◽  
Sergey Strebkov ◽  
Andrey Bondarev
Keyword(s):  

2017 ◽  
Vol 13 (4) ◽  
pp. 29-39 ◽  
Author(s):  
A.P. Alpatov ◽  
◽  
O.S. Palii ◽  
О.D. Skorik ◽  
◽  
...  

2011 ◽  
Vol 131 (3) ◽  
pp. 275-282
Author(s):  
Kenta Seki ◽  
Hiroaki Matsuura ◽  
Makoto Iwasaki ◽  
Hiromu Hirai ◽  
Soichi Tohyama

PCI Journal ◽  
1965 ◽  
Vol 10 (1) ◽  
pp. 91-94
Author(s):  
Felix Kulka

2020 ◽  
Vol 15 (1) ◽  
pp. 37-44
Author(s):  
El Mehdi Echebba ◽  
Hasnae Boubel ◽  
Oumnia Elmrabet ◽  
Mohamed Rougui

Abstract In this paper, an evaluation was tried for the impact of structural design on structural response. Several situations are foreseen as the possibilities of changing the distribution of the structural elements (sails, columns, etc.), the width of the structure and the number of floors indicates the adapted type of bracing for a given structure by referring only to its Geometric dimensions. This was done by studying the effect of the technical design of the building on the natural frequency of the structure with the study of the influence of the distribution of the structural elements on the seismic response of the building, taking into account of the requirements of the Moroccan earthquake regulations 2000/2011 and using the ANSYS APDL and Robot Structural Analysis software.


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