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The full chemical composition is given in Table 1.
Table 1.
Figure 1 shows microstructures of rods Ø40 mm for the studied alloys in hot deformed (Fig. 1a) and as quenched (Fig. 1b,c,d,e ) condition. 50 μm a e c 50 μm b 10 μm c 5 μm d e Al e Cu e Mn e Fe Fig. 1.
References [1] I.J.
Sandler, Heat-resistant wrought aluminum alloys and prospects of their development, Metal Science and Heat Treatment, 25 (1983) 479-484

Development and Application of High-performance Self-compacting Fair-faced Finish Concrete under Complex Conditions Chun Gao1, 2 1.
For the mixture ratio test results first time, we must resolve the following issues: (1) Homogeneous problems of concrete, make it has good mobility without the risk of segregation
(1)Resistance to chloride ion permeability: The test results showed, electric fluxes of C50 self-compacting fair-faced finish concrete were less than 600C,and the smallest was only 426C, showed that resistance to chloride ion permeability of the concrete was good, and the concrete had a good durability.
Simulation pouring test on site Select the part of most intensive structural steel, in accordance with the 1:1 size, do simulated pouring test on work site to observe self-compacting properties of the physical model concrete, test the actual operating performance for large-scale production and application of self-compacting fare-faced finish concrete mixing station, guide organization of the raw materials, organization of production and construction, and test of concrete performance during the period of concrete production.
Table -5 Mix ratio of simulation test on entities Raw material Mix ratio /(kg/m3) Cement Fly ash Powder Coarse Aggregate Fine aggregate Water Additive 5~10mm 10~20mm Theoretical ratio 360 150 20 270 630 800 172 7.95 Moisture content -- -- -- 0 0 0.1 -- -- Construction Mix ratio 360 150 20 270 630 800 165 7.4 Notes During the period of construction site, according to material properties and test results, the mixing station adjusted gravel proportion from 1:9 to3:7, the adjusted test results was close to the previous ones, water content was adjusted to 165 from the original 172, reducing additive was 0.55kg/m3 Table -6 Relate performance inspect results of the physical simulation test Inverted slump time /s Expansion degrees /mm Gas content /% U-type tank filling height /mm 28d electric flux /C Compressive strength /MPa 7d 28d 56d 6 705 2.8 340 479 43.2 57.6 62.1 When conducted physical simulation, compulsory mixers were adopted to produce concrete by the mixing station, each set

Fig. 1.
Table 1.
References [1] Alshibly, H.
Internet Research, 21(4), 479-503
Information Systems Research, 13(1), 50-69

The particle size is generally from 1 to 100 nm.
Table 1.
Reference [1] Ma X Y and Chen H B: China Medical Herald.
Vo5. 1-6 (2002)
Vo201. 479-484 (2018)

Fig. 1 represents effective density of Al2O3/water nanofluid with different particle volume fractions.
Table 1 represents the effect of particle concentration on effective viscosity.
Lett. 479 (2009), 264-269
Fund. 1 (1962) 187-191
(Hindawi Publishing Corporation), 172085 (2010) 1-4

A (1 x 1) cm clear glass ground edges microscope slides (1.0-1.2) mm in thickness and high purity metallic Zn powder (1 gm, 99.99%, Japan) were used as a substrate and source material, respectively.
Figure 1.
Table 1.
References [1] T.
Alloys Compd. 479 (2009) L11-L14

The chemical methods using benzalkonium chloride (Fig. 1 E) and water:ethanol 1:1 (v/v) are the least effective methods; in these surfaces, a lot of biological remains are observed on the granite.
The most characteristic peaks of the crust are those around 1200-1700 cm-1, assigned as ester groups (1200 cm-1), C-N functional group (1300 cm-1), C=C link (1500-1650 cm-1, also considered indicative of chromophores of chlorophyll following [17]), ester, aldehyde and ketone groups (1600 cm-1) and C-H group (2890 and 2920 cm-1).
Table 1.
References [1] T.
El-Gohary: Experimental tests used for treatment of red weathering crusts in disintegrated granite – Egypt, Journal of Cultural Heritage 10 (2009) pp. 471-479

Fig. 1.
References [1] M.E. de A.
Technol. 87 (2012) 1-14
Part 1 43 (2004) 5455-5464
Maensiri, Fabrication and magnetic properties of electrospun copper ferrite (CuFe2O4) nanofibers, Solid State Sci. 11 (2009) 479-484

The minimum ferrite grain size obtained by the new TMCP is less than 1µm.
In Japan, the study of this process started by Kudo [1] in 1974.
References [1] H.
Aoki: Annals of CIRP, 51/1(2002), p.227 [10] K.
Kondo: Material Science Forum, Vols.475-479 (2004), p.245 [15] K.

coil core Fig. 1.
B = 0 mT f = 0 s-1 B = 40 mT f = 8 s-1 B = 60 mT f = 12 s-1 Fig. 4.
flux density 30 mT 12 s-1 40 mT 12 s-1 50 mT 12 s-1 60 mT 12 s-1 0 mT 0 s-1 field frequency beam power (cw-CO2-Laser) = 5 kW welding speed = 7.8 m/min shielding gas = 20 l/min He coaxial coil 50 mT 0 s-1 50 mT 5 s-1 50 mT 10 s-1 50 mT 15 s-1 Fig. 5.
In: Trans. of JWRI, 7 (1978) 1, 111-127
B, 12B (1981) 9, 479-486