DocumentCode
3188787
Title
Notice of Retraction
Design of the Simulation test system on the interface of double Layer shaft linings by the coupling shear effect
Author
Luo Jing ; Liu Xi-liang
Author_Institution
Sch. of Mech. & Power Eng., Henan Polytech. Univ., Jiaozuo, China
fYear
2011
fDate
8-10 Aug. 2011
Firstpage
2967
Lastpage
2970
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
To develop deep mining and study the mechanic characteristics of double Layer shaft linings in deep alluvium, the simulation test system on the interface of double Layer shaft linings by the coupling shear effect is designed, and it is one test scheme of Large-Scale Shaft lining Mechanical simulation Test System. By this system, the shear simulation tests on the interface between double layer shaft linings and soils, different isolation material between double layer shaft linings can be realized. The paper introduced the design basis of geometric and mechanical parameters, components of the apparatus, simulation method of shaft linings boundary condition. Studying of the apparatus has extremely important theoretical and realistic significance for stress and deformation calculation, rupture forecasting, and structure design of shaft linings.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
To develop deep mining and study the mechanic characteristics of double Layer shaft linings in deep alluvium, the simulation test system on the interface of double Layer shaft linings by the coupling shear effect is designed, and it is one test scheme of Large-Scale Shaft lining Mechanical simulation Test System. By this system, the shear simulation tests on the interface between double layer shaft linings and soils, different isolation material between double layer shaft linings can be realized. The paper introduced the design basis of geometric and mechanical parameters, components of the apparatus, simulation method of shaft linings boundary condition. Studying of the apparatus has extremely important theoretical and realistic significance for stress and deformation calculation, rupture forecasting, and structure design of shaft linings.
Keywords
CAD; computational geometry; couplings; fracture; linings; mining equipment; shafts; apparatus; coupling shear effect; deep alluvium; double layer shaft linings; geometric design; isolation material; mechanical simulation test system; mining; rupture forecasting; soils; structure design; Couplings; Force; Materials; Mathematical model; Shafts; Soil; Stress; Coupling effect; Rupture forecast of shaft linings; Shear Simulation test; The double layer shaft linings;
fLanguage
English
Publisher
ieee
Conference_Titel
Artificial Intelligence, Management Science and Electronic Commerce (AIMSEC), 2011 2nd International Conference on
Conference_Location
Dengleng
Print_ISBN
978-1-4577-0535-9
Type
conf
DOI
10.1109/AIMSEC.2011.6011374
Filename
6011374
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