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ASME Journal of Vibration and Acoustics. 1987,109(7) [3] G D Bibel,S K Reddy,M Savage,er al.Effects of rim thickenss on spur gear bending stresss[J].
ASME Journal of Mechanical Design.1994,116:1157~1162 [4] L Husin Fitiz, O Eyereioglu.
ASME Journal of Engineering for Industry. 1995,117:232~239 [5] Lin, S T.
ASME Journal of mechanisms,Transmissions,and Automation in Design. 1983,105:327~330 [7] Y Cai, T Hayashi.
Journal of Vibration Acoustics, Stress and Reliability in Design. 1987,109(4):356~360

Specifically, in the sea wave energy conversion systems, with the notably rapid development, several machine types and designs have been proposed in literature furthering also the advances in magnetic materials and their applications.
Leijon, “Simulation of wave-energy converter with octagonal linear generator,” IEEE Journal of Oceanic Engineering, vol. 30, pp. 619-629, Jul. 2005
Papazacharopoulos, "Asynchronous motor drive loss optimization," Journal of Materials Processing Technology, vol. 181, no.1-3, pp. 301-306, January 2007 [11] N.M.
Kladas, “Time Variation of Operational Characteristics for a Linear Permanent Magnet Synchronous Generator under Various Load Conditions,” Materials Science Forum, vol. 670, pp. 252-258, 2011

It can record the influence of material of iron core’s nonlinear saturation.
It avoids the model of traditional electric machine design that have a long development cycle and material consumption cycle period.
MATERIAL PROPERTY Component material Resistivity (10-8•Ωm) Relative permeability (μr) Iron core ∞ 5000 Air ∞ 1 Copper bar squirrel cage 1.724e-8 1 Copper stator winding KF*KE*1.724e-8 1 where KF is F-coefficient.
KE is established the equivalent coefficient of insulating material.
Mill Valley, CA: University Science, 1989

Theory calculation of diffussion coefficient based on molten slag structure Yi Min 1,a, Deyong Wang 2,b, Maofa Jiang 3,c 1School of Materials & Metallurgy, Northeastern University, No.11, Lane 3, WenHua Road, HePing District, Shenyang, Liaoning, China 110819; BenXi Steel Group Corporation, No.16, RenMin Road, PingShan District, Benxi, Liaoning, China, 117000 2School of Materials & Metallurgy, Northeastern University, No.11, Lane 3, WenHua Road, HePing District, Shenyang, Liaoning, China 110819 3School of Materials & Metallurgy, Northeastern University, No.11, Lane 3, WenHua Road, HePing District, Shenyang, Liaoning, China 110819 aminy@smm.neu.edu.cn, bwangdy@smm.neu.edu.cn, cjiangmf@smm.neu.edu.cn Keywords: molten slag structure, viscosity, diffusion dimension, diffusion coefficient, theory calculation Abstract: The diffusion coefficients of slag constituents were calculated using Eyring equation.
Acknowledgements This work was financially supported by the the national natural science foundation of china (50904017) and the Benxi steel group corporation.
Iwamoto, Y.Makino: Journal of Non-Crystalline Solids, Vol. 34 (1979), p. 381 [10] B.O.
Rüssel: Journal of Non-Crystalline Solids, Vol.240 (1998), p. 110 [14] P.V.

This study was done by Science Research Expense Subsidy in 2003 and basic research C (2) No. 4550581.
Ishigami: A study on evaluation method for removability of graffiti drawn on building materials, part 1: Actual conditions of the graffiti and effect of test condition on removability of graffiti for building materials, Journal of Structural and Construction Engineering (Transactions of AIJ) Architectural Institute of Japan, No.557, Jul., 2002, pp. 43-48
Yuasa: Removing graffiti on concrete surface by a laser, Innovations and developments in concrete materials and construction, concrete technology unit, university of Dundee, Oct., 2002, pp. 711-780
Yuasa: Removal Method of Graffiti from Concrete by Laser Irradiation, Journal of Structural and Construction Engineering (Transactions of AIJ) Architectural Institute of Japan, No.585, Nov., 2004, pp. 51-62

Experiment Materials and Instruments.
Hypomesus Olidus was purchased in Jilin Changbai Mountain area; Packaging materials were the dry type composite polyester film.
Processing of Raw Materials.
Journal of Shanghai Fisheries University, 2003, 12 (4) 331-337 [4] Yang Shengping, Xie Jing.
Journal of Fujian Agriculture and Forestry University (Natural Science Edition), 2011, 40 (3) 311-317.

Initial Efforts in Modelling Mass Transport in Microdialysis Probes: Physical Characterization of the Microdialysis Probe Membrane KHO CHUN Min1,a, AZIZAN Aziz1,b, ZAINAL ARIFIN Ahmad1,c, SITI KARTINI Enche Ab Rahim2,d, NORAZHARUDDIN SHAH Abdullah1,e* 1Structural Materials Niche Area, School of Materials and Mineral Resources Engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia. 2Faculty of Engineering Technology, Universiti Malaysia Perlis, Kampus Pauh Putra, 02600 Arau, Perlis, Malaysia.
This membrane is popularly made of polymer based materials such as polyethersulfone (PES), polyacrylonitrile (PAN), polycarbonate (PC), cuprophan (CP), cetate (CA) [3,4].
Naoko, Journal of Membrane Science 96 (1994) 13 l-165
Lai, Polymer Journal 42 (2010) 242–248.

According to the sub-frame's actual material, define the material properties[4] in table 1.
The maximum stress is less than the material yield limit and does not pose a threat to the strength of the sub-frame.
(Science Press, Beijin 2005
Journal of Chongqing Sci-Tech University, 2011(9)
Journal of Engineering Design, 2007(6).

Study on Construction Method of Double-track Tunnel on Passenger Dedicated Line by Numerical Simulation Jianguo Zhang School of Civil Engineering, Shandong Jiaotong University, No. 5001, Crabapple Road, University Science Park, Changqing region, Ji¢nan, Shandong, China E-mail: jgzhang0508@163.com Keywords: passenger dedicated line, construction method, numerical simulation, safety index Abstract.
Mechanical parameters of surrounding rock and supports materials are shown in Table 4.
Table 4 Mechanical parameters of the materials Types of materials Elastic modulus (Gpa) Poisson ratio Cohesion (Mpa) Internal friction angle (°) Density (kg.m-3) Grade IV (stony) Surrounding rock 0.62 0.32 0.20 23 2300 Primary supports 28.5 0.23 － － 2500 Reinforced area of systematic bolts 0.64 0.32 0.22 23 2300 Reinforced area of advanced supports 0.64 0.32 0.22 23 2300 Grade IV (soil) Surrounding rock 0.50 0.35 0.15 21 2000 Primary supports 28.5 0.23 － － 2500 Reinforced area of systematic bolts 0.51 0.35 0.16 21 2000 Reinforced area of advanced supports 0.51 0.35 0.16 21 2000 Grade V Surrounding rock 0.30 0.40 0.15 19 1900 Primary supports 28.5 0.23 － － 2500 Reinforced area of systematic bolts 0.33 0.40 0.15 19 1900 Reinforced area of advanced supports 0.33 0.40 0.15 19 1900 Calculation Results Calculation results of twelve different conditions are shown in Table 5.
Chinese Journal of Rock Mechanics and Engineering.
Chinese Journal of Rock Mechanics and Engineering.

Hodgson 1,d 1 Centre for Material and Fibre Innovation, Deakin University, Geelong, 3217, Australia 2 Materials Research Institute for Sustainable Development, National Institute of Advanced Industrial Science and Technology (AIST), Nagoya, 463-8560, Japan a cwen@deakin.edu.au, byasuo-yamada@aist.go.jp, cano@deakin.edu.au, d phodgson@deakin.edu.au Keywords: Porous titanium, gradient porosities, sintering, mechanical properties.
However, the solid implant materials in use today show some limitations, such as lack of osseointegration capacity and inadequate mechanical properties.
Another issue in load bearing implant materials is the matching of the elastic modulus of bone [16].
Narushima: Journal of Materials Vol. 4 (2005), p. 18
Davidson: Titanium'92 Science and Technology (editors F.H.