Damping of rotating beams with particle dampers: Discrete element method analysis

Author(s):  
D. N. J. Els
2018 ◽  
Vol 157 ◽  
pp. 02014
Author(s):  
Pawel Chodkiewicz ◽  
Jakub Lengiewicz ◽  
Robert Zalewski

In this paper, we present a novel approach to modeling and analysis of Vacuum Packed Particle dampers (VPP dampers) with the use of Discrete Element Method (DEM). VPP dampers are composed of loose granular medium encapsulated in a hermetic envelope, with controlled pressure inside the envelope. By changing the level of underpressure inside the envelope, one can control mechanical properties of the system. The main novelty of the DEM model proposed in this paper is the method to treat special (pressure) boundary conditions at the envelope. The model has been implemented within the open-source Yade DEM software. Preliminary results are presented and discussed in the paper. The qualitative agreement with experimental results has been achieved.


2010 ◽  
Vol 47 (5) ◽  
pp. 307-321 ◽  
Author(s):  
H. Nakashima ◽  
H. Fujii ◽  
A. Oida ◽  
M. Momozu ◽  
H. Kanamori ◽  
...  

2009 ◽  
Author(s):  
Jean-Patrick Plassiard ◽  
Frédéric-Victor Donzé ◽  
Masami Nakagawa ◽  
Stefan Luding

2021 ◽  
Vol 9 ◽  
Author(s):  
Wojciech Dȩbski ◽  
Srutarshi Pradhan ◽  
Alex Hansen

It has recently been reported that the equal load sharing fiber bundle model predicts the rate of change of the elastic energy stored in the bundle reaches its maximum before catastrophic failure occurs, making it a possible predictor for imminent collapse. The equal load sharing fiber bundle model does not contain central mechanisms that often play an important role in failure processes, such as localization. Thus, there is an obvious question whether a similar phenomenon is observed in more realistic systems. We address this question using the discrete element method to simulate breaking of a thin tissue subjected to a stretching load. Our simulations confirm that for a class of virtual materials which respond to stretching with a well-pronounced peak in force, its derivative and elastic energy we always observe an existence of the maximum of the elastic energy change rate prior to maximum loading force. Moreover, we find that the amount of energy released at failure is related to the maximum of the elastic energy absorption rate.


2019 ◽  
Vol 44 (4) ◽  
pp. 208-217 ◽  
Author(s):  
Donghyeok Park ◽  
Chun Gu Lee ◽  
Hana Park ◽  
Seung Hwan Baek ◽  
Joong Yong Rhee

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