Co-simulation of rigid-flexible coupling system for turn-milling center

Author(s):  
Lida Zhu ◽  
Liang Tang ◽  
Cong Su ◽  
Junming Hou ◽  
Wanshan Wang
2011 ◽  
Vol 186 ◽  
pp. 412-417
Author(s):  
Li Da Zhu ◽  
Jian Qiu ◽  
Yue Hu Wang ◽  
Jiang Li ◽  
Wan Shan Wang

The mathematic models describing various joints of whole machine are founded to research dynamic performance of turn-milling center based on rigid-flexible coupling system. The various joint interfaces including the conical and cylinder contact, plane contact and fixed connection are regarded as flexible joints by using the spring and damping unit and the equivalent dynamic models of joint interfaces are built by finite element method based on different connection modes. Therefore, these mathematic models are used as references and foundations for research on dynamic performance of turn-milling center next stage.


2019 ◽  
Vol 1325 ◽  
pp. 012189
Author(s):  
Li Li ◽  
Wei Lixin ◽  
Liu Mingmin ◽  
Li Jiazhao

2012 ◽  
Vol 226-228 ◽  
pp. 590-597
Author(s):  
Tong Zheng ◽  
Ding Guo Zhang ◽  
Jian Zhu

In this paper, based on the nonlinear elastic theory, dynamic modeling for a thin plate with large deformation is proposed considering high-order deformation terms using hybrid-coordinate formulation. Through the calculation the potential energy and kinetic energy of the plate, rigid-flexible coupling dynamic equations is established. It is shown that the difference between the deformation results obtained by the present high-order dynamic model and those obtained by one-order approximate dynamic model is not significant in case of large deformation ,both them can calculation large deformation problem. However, the amplitude of vibration obtained by the present high-order dynamicmodel is smaller than that obtained by one-order approximate dynamic model. Furthermore, dynamic stiffening and softening effect of the rigid-flexible coupling system undergoing translational large overall motion is investigated. It is shown that with the reduce of the modulus of elasticity, the influence of the translational acceleration on the vibration frequency of the rigid-flexible coupling system is more significant.


2021 ◽  
Vol 2021 ◽  
pp. 1-12
Author(s):  
Shiying Zhang ◽  
Ke Zhang ◽  
Bo Song ◽  
Wenda Yu ◽  
Dong Li

This paper presents the dynamic model of heavy-duty concrete spreader with liquid-solid rigid-flexible coupling by means of mathematical modeling and CAE cosimulation. The mathematical method of liquid-solid dynamic model of heavy-duty concrete spreader is described. Based on the liquid-solid coupling system, two degrees of freedom are added to change the model into a liquid-solid rigid-flexible coupling model, and the calculation process of the model is given in detail. The results show that, considering two flexible body factors, the solution scale is relatively large and the complexity of mathematical model derivation is increased. It is very difficult to establish a general dynamic equation which can be easily solved by computer. Therefore, this paper presents a new method of CAE cosimulation of liquid-solid rigid-flexible coupling. This method is divided into two parts: the computer simulation process of liquid-solid coupling and the computer simulation process of rigid-flexible coupling. First, the fluid-solid coupling is carried out by COMSOL software, and then the rigid-flexible coupling is carried out by HyperMesh software, Ansys software, and Adams software. This method can easily establish the dynamic model of the liquid-solid rigid-flexible coupling system, which provides a new idea for the simulation of heavy-duty concrete spreader. The simulation results can provide valuable insights into product design and structural optimization.


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