scholarly journals Dynamic Analysis Model of Rubber Bearing Based on Geometric Nonlinearity

Author(s):  
Zhi Dan Lin ◽  
Xin Li
2008 ◽  
Vol 131 (1) ◽  
Author(s):  
Tomoya Sakaguchi ◽  
Kazuyoshi Harada

In order to investigate cage stress in tapered roller bearings, a dynamic analysis tool considering both the six degrees of freedom of motion of the rollers and cage and the elastic deformation of the cage was developed. Cage elastic deformation is equipped using a component-mode-synthesis (CMS) method. Contact forces on the elastically deforming surfaces of the cage pocket are calculated at all node points of finite-elements on it. The location and pattern of the boundary points required for the component-mode-synthesis method were examined by comparing cage stresses in a static condition of pocket forces and constraints calculated by using the finite-element and the CMS methods. These results indicated that one boundary point lying at the center on each bar is appropriate for the effective dynamic analysis model focusing on the cage stress, especially at the pocket corners of the cages, which are actually broken. A behavior measurement of a polyamide cage in a tapered roller bearing was conducted for validating the analysis model. It was confirmed in both the experiment and analysis that the cage whirled under a large axial load condition and the cage center oscillated in a small amplitude under a small axial load condition. In the analysis, the authors discussed the four models including elastic bodies having a normal eigenmode of 0, 8 or 22, and rigid-body. There were small differences among the cage center loci of the four models. These two cages having normal eigenmodes of 0 and rigid-body whirled with imperceptible fluctuations. At least approximately 8 normal eigenmodes of cages should be introduced to conduct a more accurate dynamic analysis although the effect of the number of normal eigenmodes on the stresses at the pocket corners was insignificant. From the above, it was concluded to be appropriate to introduce one boundary point lying at the center on each pocket bar of cages and approximately 8 normal eigenmodes to effectively introduce the cage elastic deformations into a dynamic analysis model.


Author(s):  
Ahmad Karim ◽  
Victor Chang ◽  
Ahmad Firdaus

Mobile botnets are gaining popularity with the expressive demand of smartphone technologies. Similarly, the majority of mobile botnets are built on a popular open source OS, e.g., Android. A mobile botnet is a network of interconnected smartphone devices intended to expand malicious activities, for example; spam generation, remote access, information theft, etc., on a wide scale. To avoid this growing hazard, various approaches are proposed to detect, highlight and mark mobile malware applications using either static or dynamic analysis. However, few approaches in the literature are discussing mobile botnet in particular. In this article, the authors have proposed a hybrid analysis framework combining static and dynamic analysis as a proof of concept, to highlight and confirm botnet phenomena in Android-based mobile applications. The validation results affirm that machine learning approaches can classify the hybrid analysis model with high accuracy rate (98%) than classifying static or dynamic individually.


2014 ◽  
Vol 580-583 ◽  
pp. 1212-1217
Author(s):  
Qi Song ◽  
Jia Qi Guo ◽  
Wen Hua Chen ◽  
Ping Guo

Zhengyangmen gate tower is a national emphasis cultural relic unit along the north-south axis of Beijing, which is above the Beijing metro line 2. Based on dynamic analysis model of gate tower and the position of gate tower and subway, the dynamic response characteristics of gate tower induced by Beijing metro line 2 are calculated, and compared with the in-site vibration test data.


2006 ◽  
Vol 302-303 ◽  
pp. 700-705 ◽  
Author(s):  
Gao Liang ◽  
Ke Ming Yin ◽  
Ge Yan Zhang

In this paper, in order to do research on the characteristics of reducing vibration and declining noise of concrete floating slab track, the vertical dynamic analysis model of vehiclefloating slab track is established with the use of finite element analyses method. By using this model, dynamic responses of floating slab track are studied under different conditions of train’s speed, stiffness and damping of infrastructure, structure size, etc. On the basis of this research, some suggestions for design of floating slab track are put forward.


2012 ◽  
Vol 249-250 ◽  
pp. 263-269
Author(s):  
Hui Cheng ◽  
Yuan Li ◽  
Kai Fu Zhang ◽  
Bin Luo

CFRP/AL stacks are widely used in modern aircraft manufacturing industry. Thrust force is the most important element which will cause delamination in the drilling of stack. This paper developed a thrust force dynamic analysis model for drilling of CFRP/AL stack, by firstly, representing the drilling process into a five-stage model. Secondly, the dynamic thrust force is decomposed into two parts (sub models for CFRP and AL drilling). Thirdly, the thrust force components on both tool major cutting edge and chisel edge is developed according to the analysis on infinitesimal cutting unit in both sub models for CFRP and AL drilling. Lastly, several experiments are performed to compare the result of thrust force analysis, which proves that the purposed model can analyze the dynamic thrust force in drilling of CFRP well.


2014 ◽  
Vol 620 ◽  
pp. 411-416
Author(s):  
Ye Dai ◽  
Rei Dong Ma ◽  
Yang Tao Yu ◽  
Bao Cheng Xie

Focusing on the On-Orbit Servicing technology, a novel automatic autonomous probe-cone docking mechanism used for microsatellite docking is proposed. The structure of this mini docking mechanism is provided, and a virtual prototype model of the mini-type universal docking system is established by using MATLAB software. The simplified dynamic analysis model during the capture process is established. The dynamic characteristic analysis of the capturing process is completed to research the influence of the key parameter, and the simulation results meet the designs demand of mini-type universal autonomous docking mechanism.


2009 ◽  
Vol 3 ◽  
pp. BBI.S2116 ◽  
Author(s):  
Chun-Liang Lin ◽  
Yuan-Wei Liu ◽  
Chia-Hua Chuang

Signal transduction networks of biological systems are highly complex. How to mathematically describe a signal transduction network by systematic approaches to further develop an appropriate and effective control strategy is attractive to control engineers. In this paper, the synergism and saturation system (S-systems) representations are used to describe signal transduction networks and a control design idea is presented. For constructing mathematical models, a cascaded analysis model is first proposed. Dynamic analysis and controller design are simulated and verified.


2017 ◽  
Vol 13 (2) ◽  
Author(s):  
Leandro Damas Oliveira ◽  
Wellington Andrade Da Silva ◽  
William Taylor Matias Silva ◽  
Rodrigo Gustavo Delalibera

RESUMO: Este trabalho trata da análise dinâmica de treliças no plano, onde estudam-se os efeitos da não-linearidade geométrica nessas estruturas quando solicitadas por carregamentos dinâmicos. Nesse contexto, define-se a formulação baseada na análise não-linear geométrica que descreve o comportamento de treliças discretizadas por elementos finitos, utilizando-se o método corrotacional. Para a resolução dos sistemas não-lineares, utiliza-se o método numérico de Newton-Raphson e para a integração temporal dessas equações, utiliza-se o método de Newmark. Por meio dos eixos corrotacionais é possível separar os movimentos de corpo rígido dos movimentos deformacionais. Para verificar a eficácia da formulação estudada no presente trabalho, foram realizados exemplos com treliças planas usualmente empregadas em análises com grandes não-linearidades geométricas na literatura técnica. De forma geral, a formulação estudada apresentada se demostrou eficiente para a análise dinâmica de treliças com grandes não-linearidades geométricas.
 
 ABSTRACT: This paper deals with dynamic analysis of two dimensional trusses, where the effects of geometric nonlinearity in these structures is studied when subjected by dynamic loads. In this context, the formulation based on geometric nonlinear analysis that describes the behavior of trusses discretized by finite elements using the Corotational Method is developed. For solving nonlinear systems is used the Numerical Method of Newton-Raphson and for the time integration of these equations is used Newmark Method. Through the corotational axis is possible to separate the rigid body movements from deformational movements. To verify the accuracy of the formulation studied in the present work, examples with plane trusses usually employed in analyzes with large geometric non-linearities in the technical literature were made. In general, the studied formulation presented was efficient for the dynamic analysis of trusses with large geometric nonlinearities.


2019 ◽  
Vol 13 (3) ◽  
pp. 399-405 ◽  
Author(s):  
Akram Bati ◽  
Patrick C.K. Luk ◽  
Samer Aldhaher ◽  
Chan H. See ◽  
Raed A. Abd‐Alhameed ◽  
...  

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