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References [1] X.P.
Mater. 41 (2013) 1-8
Pavement Des. 17 (1) (2016) 15-31
Des. 33 (1) (2012) 496 502
Eng. 479 (2019) 012053

Its basic performance is shown in Table 1 [11].
Chemical fibers international, 1998, 48(6) ,475-479
Chemical Research, 2008, 19(1):15-17
Fibers and Polymers, 2013, 14(1): 89-99
The Journal of The Textile Institute, 2016: 1-10

Figure 1 shows the two different cell scales with all the cell elements while Table 1 gives a basic overview of the specifications for the cell elements.
a b HPDC machine CSIR-RCS Furnace Robot CSIR-RCS Furnace HPDC machine Figure 1.
Table 1.
References [1] L.
Wilkins, Shape rheocasting of high purity aluminium, Scripta Materialia 64 (2011) 479-482

In view of this it is important to use these tools effectively and to forecast correctly their operability [1].
Fig. 1.
References [1] O.
Kurilin // Applied Mechanics and Materials: Scientific Journal. — 2014. — Vol. 682: Innovation Technology and Economics in Engineering. — [P.474-479]
No. 1 (130), 2008. pp. 49-56

A particular focus is placed at 1:1 stoichiometric composition, therefore the free energy is symbolically written by { }( )ααββαββ ααβ ββαβααβα ξξξξξξξξν ,,,,,,,,, 3322211 .
Following are the examples for the point path variables in a disordered phase, ( ) ( ) ( )tttXtttXtx ∆++∆+= , , 1,1 1,1 1 , (21) and ( ) ( ) ( )tttXtttXttx ∆++∆+=∆+ , , 1,1 1,1 1 , (22) where ( )tttXij ∆+, are point path variable that describes the configurational transition on a lattice point from i at time t to j at t + ∆t.
Each term for the disordered phase within the tetrahedron approximation is given in the following expression, ( ) ( ) ( ) 1,1 1,1 1,1 1 1 1 XN XN XN t t tP ⋅ ⋅ ⋅ ∆⋅−∆⋅−∆⋅= θ θ θ , (23)       ∆ − Tk E P b2 exp2 , (24) and Fig. 3 Time evolution of anti phase boundary for FePd at 50at% at 880 K. [19] (a)-(e) correspond to time t'=0.01, 0.83, 3.59, 7.04 and 16.70, respectively.
References [1] L.
Vol. 475-479 (2004), p. 3075 [22] M.

Tab. 1: Chemical composition of cement and pozzolans used in this study.
Acc SP FA State liquid liquid liquid Color Yellow brown bright yellow Density (g/cm³) 1,45 ±0,01 1,055 ±0,01 1,04 ±0,02 Recommended dose (%) 1-1,5 1-3 - Chlorides content (%) ≤ 0,1 ≤ 0,1 0,001 pH 6 ± 1 6 ± 1 9 Solids Content (%) 61,5 % ±2,7 30,5 ±1,5 30 Potassium oxide (K2O) 0.84 - 0.4 2.2 Specimens elaboration Two production methods are used in this study.
RH (%) 10 % 25 % 40 % 60 % 75 % C70H0P Sorption (%) 0 0,85 ±0,03 1,79 ±0,05 2,92 ±0,09 4,76 ±0,15 Desorption (%) 3,01 ±0,1 3,56 ±0,12 5,01 ±0,17 6,22 ±0,21 6,82 ±0,24 ∆w (%) 3,01 2,71 3,22 3,3 2,06 C65H5P Sorption (%) 0 1,06 ±0,05 2,16 ±0,07 3,49 ±0,11 5,66 ±0,31 Desorption (%) 3,53 ±0,09 4,15 ±0,12 5,94 ±0,23 7,37 ±0,41 8,03 ±0,32 ∆w (%) 3,53 3,09 3,78 3,88 2,37 C55H15P Sorption (%) 0 0,95 ±0,02 1,86 ±0,08 3,02 ±0,18 5,31 ±0,18 Desorption (%) 4,4 ±0,22 4,87 ±0,19 5,88 ±0,28 7,43 ±0,36 8,55 ±0,43 ∆w (%) 4,4 3,92 4,02 4,41 3,24 C55H15D Sorption (%) 0 0,47 ±0,01 1,24 ±0,07 2,29 ±0,04 4,19 ±0,1 Desorption (%) 1,5 ±0,04 2,31 ±0,08 4,07 ±0,09 5,55 ±0,1 6,2 ±0,07 ∆w (%) 1,5 1,843 2,83 3,26 2,01 The phenomenon whereby an absorbent contains more water during desorption than during sorption is called 'hysteresis' (Zhang, 2010).
Sorptivity-Based Service Life Predictions For Concrete Pavements 1
Construction and Building Materials 198, 479–493. https://doi.org/10.1016/j.conbuildmat.2018.11.197 [10] Giannakou, A., Jones, M.R., 2002.

Figure 1.
We can therefore describe the FCMAC system as a fuzzy system for each individual layer: (m,j,k)-rules: If s1=Amj, s2 = Bmk, then y = wmjk (1) where (m,j,k) denotes Layer (m = 1, 2, 3),jth block for s1 (j =1,2),kt hblock for s2 (k = 1, 2), and weights wmjk.
Layer 1: m = 1,j,k =1,2.
References [1] J.
Wanying, Research on Control Method of Two-wheeled Self-balancing Robot, International Conference on Intelligent Computation Technology and Automation, (2011) 476-479

Barletta 1,a, F.
Lambiase 1,b and V.
Fig. 1.
Source DF Seq SS Adj SS Adj MS F ΠΠΠΠ Time, s 1 3,47933E+14 3,47933E+14 3,47933E+14 249,15 19,13 Flow Rate, Nmc/h 1 4,92433E+12 4,92433E+12 4,92433E+12 3,53 0,27 Rotational Speed, rpm 1 638688684 638688684 638688684 0,00 0,01 Media Diameter, mm 1 1,04391E+13 1,04391E+13 1,04391E+13 7,48 0,57 Media Type 1 3,30562E+13 3,30562E+13 3,30562E+13 23,67 1,82 Specific Load, MPa 1 1,07430E+15 1,07430E+15 1,07430E+15 769,28 59,08 Error 249 3,47729E+14 3,47729E+14 1,39650E+12 19,12 Total 255 1,81839E+15 Table 3.
Conf. on Shot Peening, Paris, Sept. 1417, 1981, p. 479 [4] A.A.

The comparator of our target is 2-input 1-output topology.
STEP 1 ∼ STEP 5 is repeated until the last generation.
Thus, in the case with Eqs. (1) and (3) are used as the evaluation function, the value of the evaluation function varies between E = 10−3 and 1.
References [1] G.
Sansen, "DONALD: a workbench for interactive design space exploration and sizing of analog circuits," in Proceedings of the European Conference on Design Automation, Feb. 1991, pp. 475-479

Table 1.
The model is more significant if R2 value is closer to 1 [25].
Sum of   Mean F p-value   Source Squares df Square Value P model > F   Model 0.1185959 9 0.013177 142.9368 < 0.0001 Significant A-Coolant inlet temp. 0.009401 1 0.009401 101.9748 < 0.0001   B-Melt temp 0.0004594 1 0.000459 4.982924 0.0378   C-Packing pressure 0.106001 1 0.106001 1149.813 < 0.0001   D-Cooling time 0.000126 1 0.000126 1.367197 0.2568   AB 0.0004 1 0.0004 4.338872 0.0510   BD 0.0004 1 0.0004 4.338872 0.0510   A2 0.0010321 1 0.001032 11.19584 0.0034   C2 0.0003056 1 0.000306 3.314685 0.0845   D2 0.0003571 1 0.000357 3.873993 0.0638   Residual 0.0017516 19 9.22×10-5       Lack of Fit 0.0017516 15 0.000117       Pure Error 0 4 0       Cor Total 0.1204075 29         Table 8: ANOVA of response surface model for dual gate.  
References [1] T.
Vol. 35 (2006), p. 468–479