Milling stability analysis with simultaneously considering the structural mode coupling effect and regenerative effect

2012 ◽  
Vol 53 (1) ◽  
pp. 127-140 ◽  
Author(s):  
Xiao Jian Zhang ◽  
Cai Hua Xiong ◽  
Ye Ding ◽  
Ming Jun Feng ◽  
You Lun Xiong
2020 ◽  
Vol 50 (9) ◽  
pp. 1211-1225
Author(s):  
WeiDa LOU ◽  
Tai SHI ◽  
TieJun WU ◽  
ZhuXi WU ◽  
GuoHua QIN

Energies ◽  
2021 ◽  
Vol 14 (11) ◽  
pp. 3243
Author(s):  
Shaojian Song ◽  
Peichen Guan ◽  
Bin Liu ◽  
Yimin Lu ◽  
HuiHwang Goh

Impedance-based stability analysis is an effective method for addressing a new type of SSO accidents that have occurred in recent years, especially those caused by the control interaction between a DFIG and the power grid. However, the existing impedance modeling of DFIGs is mostly focused on a single converter, such as the GSC or RSC, and the influence between the RSC and GSC, as well as the frequency coupling effect inside the converter are usually overlooked, reducing the accuracy of DFIG stability analysis. Hence, the entire impedance is proposed in this paper for the DFIG-based WECS, taking coupling factors into account (e.g., DC bus voltage dynamics, asymmetric current regulation in the dq frame, and PLL). Numerical calculations and HIL simulations on RT-Lab were used to validate the proposed model. The results indicate that the entire impedance model with frequency coupling is more accurate, and it is capable of accurately predicting the system’s possible resonance points.


2021 ◽  
Author(s):  
Mani Sadeghi ◽  
Huan-Min Shang ◽  
Ming-Ta Yang ◽  
Eric Grover

2011 ◽  
Vol 90-93 ◽  
pp. 1900-1903
Author(s):  
Fu Ming Wang ◽  
Xiao Long Li ◽  
Yan Hui Zhong ◽  
Xiao Guang Chen

Taking Chaijiazhuang Tunnel of Lingnan Expressway as project background, the stability analysis of surrounding rock was performed based on the coupled fluid-solid theory. The distributions of stress field, displacement field and plastic zone of rock mass after excavation of tunnel were discussed considering coupled effect between flow and stress under the condition of different rock level and tunnel depth. Compared with the calculation results of not considering coupling effect, the maximum deformation, maximum principle stress and plastic zone size of wall rock were obviously increased when considering coupling effect, which showed a remarkable influence of coupled fluid-solid effect on the stability of tunnel surrounding rock. Some conclusions were drawn and may provide some guidance to the design and construction of tunnels in water-rich strata.


PAMM ◽  
2016 ◽  
Vol 16 (1) ◽  
pp. 57-58 ◽  
Author(s):  
Dominik Hamann ◽  
Peter Eberhard

1983 ◽  
Vol 20 (8) ◽  
pp. 696-702 ◽  
Author(s):  
Gerald D. Miller ◽  
John H. Wykes ◽  
Michael J. Brosnan

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