Determination of Noise Index of Piezoelectric Ceramic Drive System Based on Coupled Electro-mechanical Model

Author(s):  
Xuan Wang ◽  
Xiuqin Su ◽  
Guizhong Liu ◽  
Junfeng Han ◽  
Tingting Yu
2020 ◽  
Vol 261 ◽  
pp. 120514 ◽  
Author(s):  
Abderrahmane Rhardane ◽  
Frédéric Grondin ◽  
Syed Yasir Alam

Author(s):  
Robert Król ◽  
Damian Kaszuba ◽  
Waldemar Kisielewski

Polymer ◽  
1998 ◽  
Vol 39 (10) ◽  
pp. 1875-1878 ◽  
Author(s):  
Atsuko Ishikawat ◽  
Shigenori Kuga ◽  
Takeshi Okano

2015 ◽  
Vol 19 (6) ◽  
pp. 2233-2244
Author(s):  
Slobodan Misanovic ◽  
Zlatomir Zivanovic ◽  
Slaven Tica

Research in this paper comprised experimental determination of energy efficiency of different bus subsystems (diesel bus, trolleybus and fully electric bus) on chosen public transport route in Belgrade. Experimental measuring of energy efficiency of each bus type has been done based on the analysis of parameters of vehicle driving cycles between stops. Results of this analysis were basis for development of theoretical simulation model of energy efficiency. The model was latter compared with the results of simulation done by "Solaris bus & Coach" company for the chosen electric bus route. Based on demonstrated simulation, characteristics of electric bus batteries were defined, the method and dynamic of their recharge was suggested, as well as choice for other aggregates for drive system and technical characteristics for the electric buses were suggested.


2020 ◽  
Vol 500 ◽  
pp. 166299 ◽  
Author(s):  
N. M'zali ◽  
F. Martin ◽  
U. Aydin ◽  
A. Belahcen ◽  
A. Benabou ◽  
...  

2002 ◽  
Vol 41 (Part 2, No. 10A) ◽  
pp. L1120-L1121 ◽  
Author(s):  
Ernesto Suaste ◽  
Rubén González ◽  
Victor Castillo

2021 ◽  
Vol 2021 ◽  
pp. 1-16
Author(s):  
Rongxing He ◽  
Jing Zhang ◽  
Yang Liu ◽  
Delin Song ◽  
Fengyu Ren

Continuous mining of metal deposits leads the overlying strata to move, deform, and collapse, which is particularly obvious when open-pit mining and underground mining are adjacent. Once the mining depth of the adjacent open-pit lags severely behind the underground, the ultimate underground mining depth needs to be studied before the surface deformation extends to the open-pit mining area. The numerical simulation and the mechanical model are applied to research the ultimate underground mining depth of the southeast mining area in the Gongchangling Iron mine. In the numerical simulation, the effect of granular rock is considered and the granular rock in the collapse pit is simplified as the degraded rock mass. The ultimate underground mining depth can be obtained by the values of the indicators of surface movement and deformation. In the mechanical model, the modified mechanical model for the progressive hanging wall caving is established based on Hoke’s conclusion, which considers the lateral pressure of the granular rock. Using the limiting equilibrium analysis, the relationship of the ultimate underground mining depth and the range of surface caving can be derived. The results show that the ultimate underground mining depth obtained by the numerical simulation is greater than the theoretical calculation of the modified mechanical model. The reason for this difference may be related to the assumption of the granular rock in the numerical simulation, which increases the resistance of granular rock to the deformation of rock mass. Therefore, the ultimate underground mining depth obtained by the theoretical calculation is suggested. Meanwhile, the surface displacement monitoring is implemented to verify the reasonability of the ultimate underground mining depth. Monitoring results show that the indicators of surface deformation are below the critical value of dangerous movement when the underground is mined to the ultimate mining depth. The practice proves that the determination of the ultimate underground mining depth in this work can ensure the safety of the open-pit and underground synergetic mining.


2013 ◽  
Vol 133 (5) ◽  
pp. 3413-3413
Author(s):  
Nicolas Perez ◽  
Marco Aurelio B. Andrade ◽  
Ronny C. Carbonari ◽  
Julio C. Adamowski ◽  
Flavio Buiochi

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