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Zhong 1,a, P.Q.
Engineers and researchers have paid much attention to the greenization of cutting process and cutting tool [1,2,3].
Fig.1 Manual fixture Electrical Fixture.
References [1] F.
to hydraulic cylinder 7 5 3 1 9 10 6 8 4 2

The process is shown in Figure 1.
The forces, which are transformed into the forces in the mechanics coordinate system according to the formula 1, are respectively Px=42.56481069;Py=32.31504754;Pz=85.24176052.
The analysis results are as follows： (1)The finite element analysis results about the model of measured femur In the course of human walking, when the femur gets the maximum stress ,the stress diagram of the von mises was shown in Figure 9.
[J] Z Orthop Unfall. 2007, 145(2):161 [1] Palm L, Olofsson J, Aström SE, Ivarsson I.
[J] Acta Orthop. 2007, 78(4):479 [2] Kurz MJ, Stergiou N.

Fig.1 shows the schematic drawing of half of the simulated rock.
Fig. 1 Schematic drawing of half of the 3D coupled SPH-FEM model.
Measure point 1 shown in Fig. 1, is near the borehole (40 cm from the centre) and in the crushed zone the damage parameter is equal to 1.
References [1] M.M.
Springer, Dordrecht, (2005) 479

Fig. 1(b) shows the specimens after CEE.
Table 1 Composition of AA6063 Aluminum alloy.
(The microhardness values were 57±1, 59±1, 57±1, 57±1 and 54±1 HV after 2, 4, 6, 8 and 10 passes respectively).
References [1] M.S.
Form. 1 (2008) 479–482

Table 1.
Figure 1.
References [1] M.
Forum Vol. 475-479 (2005), p. 755
Gottstein: Intermetallics Vol. 1 (1993), p. 191

Evolutionary Structural Optimization Using the Minor Value of Material Efficiency Xingguo Hu 1, a, Heming Cheng 1,b 1 Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, China, 650500 akgtumuhxg@sina.com, bchenghm@public.km.yn.cn Keywords: evolutionary structural optimization; structural topology optimization; minor value of material efficiency; Abstract.
In the traditional ESO, after each iteration calculation, those material whose efficiency value meets with Eq.(1) will be removed, when no material’s efficiency meets with Eq.(1), then the RR will be increased according to Eq.(2).
We can see from Eq. (1) and Eq. (2) that the rejection ration RR can only remain unchanged or increase according to arithmetic sequence, but cannot be decreased.
Obviously, the inefficiency material is specified according to Eq. (1) and Eq. (2) in the traditional ESO, but according to Eq. (3) ~ Eq. (4) in the ESO-MVME.
Example Example 1 A plate subject to a uniformly distributed tension force A design domain of the size 2000×1500×10mm, as shown in Fig. 1, is discretized into 20 x 15 bilinear quadrilateral elements.

Crystallite sizes of the prepared powders were determined by Fourier analysis of single diffraction peaks (the program WINFIT 1.2.1 [10]).
Table 1.
RNP. 2.1.1/11470), Federal Target Program “Research and Research-Pedagogical Personnel of Innovation Russia for 2009-2013”.
References [1] A.
Bartolin, IEEE Trans. on Magn. 2 No.3 (1966) 479

The DC01 hardening curves obtained by tensile and shear tests are shown in Fig.1.
The crosses in Fig. 1 represent the s-e couples obtained from the indentation test.
σ=σY+Q*(1-exp⁡(-b*εp)).
References [1] D.
Stein, International Journal of Plasticity, 12 (1996) 451-479

The maximum no-load flux density of stator teeth is 1.598T, that of stator yoke is 1.079T,the maximum load flux density of stator teeth is 1.765T, and that of stator yoke is 1.192T, it can be concluded that they meet the constraints for they are less than 1.8T.
Brmax=1.0325T.
Brmax=1.1403T.
References [1] T.
IEEE Transactions on Magnetics, vol.47, no.2, pp.479-492, 2009

The dissipation factors are about 0.2 % in the frequency range from 1 KHz to 1 MHz.
The general slurry compositions were shown in Table 1.
The dissipation factors are about 0.2 % in the frequency range from 1 KHz to 1 MHz.
References [1] Yan Wang, Yang Liu and Jusheng Ma: Mater.
Forum Vols. 475-479 (2004), p.1763 [2] Yonggang Wang, Guangneng Zhang and Jusheng Ma: Mater.