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OPTIMAL PRECIPITATION HARDENING CONDITIONS IN LEAD BASE ANODES FOR COPPER ELECTROWINNING Carlos Camurri 1, Claudia Carrasco 1, Antonio Pagliero 2 ,Rafael Colàs3 1: Department of Materials Engineering, , Faculty of Engineering , Concepción University.
Figure 1.
Table 1.
Referentes [1] C.
Dille, Materials Science Forum, Vol. 475-479 (2005), p. 2631-2634

Under the compression rate of 30 percent, the retention quantity of preservative in the experimental lumber impregnated with DDAC (thickness of 1 percent) was 8.743 kg/m3 and the mass loss rate was 14.36 percent, while those with boride (thickness of 2 percent) are 3.322kg/m3 and 9.92 percent. 1.
The two water-based preservative: DDAC, the concentration of 1%; boride, the concentration of 2%.
The calculation methods of the retention is the formula (1).
References [1] Morishita Shigeru.
Journal of Wood Science,2004,50(6):479-483

The reaction mixture consisting of H2 (70 ml•{TTP}8226 min−{TTP}8722 1) and C3H8 (53 ml•{TTP}8226 min−{TTP}8722 1) was fed into the reactor at 853 K.
The results are shown in figure 1.
Fig. 1, Catalytic performance of catalysts B.
References [1] K.
Wang, Propane Dehydrogenation Over PtSn Catalysts Supported on ZnO-Modified MgAl2O4, Catal Lett. 132 (2009) 472-479

In the present work, rapidly solidified Al-21Si-0.8Mg-1.5Cu-0.5Mn alloys strips was prepared by melt-spinning technique.
In this paper, the microstructure morphology and the mechanism of the formation for rapidly solidified Al-21Si-0.8Mg-1.5Cu-0.5Mn alloy are investigated.
Results and discussion The microstructures of the Al-21Si-0.8Mg-1.5Cu-0.5Mn alloys were shown in Fig.1.
Reference [1] A.M.
E Engineering & Materials Science, 2005, 35(3),479

(Table 1) Table 1 The number of various experimental treatments 4 µl/l 10 µl/l 20 µl/l 40 µl/l 1 h A B C D 2 h E F G H 4 h I J K L 3．
Light-curve 1．1．Decide the fixed illumination The light saturation point (LSP) was in approximately 1000μmol• m-2s-1, and the light compensation point (LCP) <20μmol·m-2s-1.
When PPFD was over 1000μmol·m-2s-1, An only rose 9.1% (the value refer to 1000μmolm-2s-1 obtained, similarly hereinafter) in condition I, but gs and E rose 33%, 42.3% separately (Fig. 1-b, c). 1．3．
Plant Physiology, 1980, 65:478-479
Environmental Pollution,1992,77(1):1-5

Methods: 60 male mice (3 month old) were randomly divided into 4 groups: control group (group C), exercise group 1-3 (group E1, E2, and E3) with 15 in each group.
Table 1 SOD activity and MDA Content of every group mouse（U/mgprot, ±S，n=6） Group SOD activity MDA Content C 89.32±14.53 4.82±1.24 E1 90.79±7.29 2.01±0.86﹡﹡ E2 191.93±11.10﹡﹡●● 1.36±0.31﹡﹡ E3 143.04±18.69﹡﹡●●▲▲ 1.93±0.25﹡﹡ Note:﹡﹡P＜0.01, vs. group C；●●P＜0.01, vs. group E1；▲▲P＜0.01, vs. group E2.
References [1] Harman D.
Free radical theory of aging: Alzheimer’s disease pathogenesis age [J].1995, 1:97-119
Reprod Toxicol.2006, 22(3): 479-84

Materials and methods FA (CAS: 479-66-3 ) with purity of 95% was purchased from Shanghai Huayi Bio-technology Co. , Ltd (China). 30 wt% hydrogen peroxide (H2O2) solution was singled out as the oxidant and was obtained from Tianjin Jinbei Fine-chemical Co. , Ltd (China).
Fig.1 shows that increasing residence time and reaction temperature had a positive effect on the TC and TOC removal during SCWO processes of 1% FA aqueous solution.
Fig.1 Effect of residence time on TC (a) and TOC (b) removal (P=25 MPa, α=2 and 1% FA) Effect of oxidation coefficient.
Table 1.
References [1] S.

By these reactions, the BAG (and particularly S53P4) have the following actions: 1.
Aureus in 3 cases, Acinetobacter baumanii in 1 case and Ps. aeruginosa in 1 case.
a b c Figure 1.
References [1] MN Rahaman, DE Day, BS Bal, Q Fu, SB Jung, LF Bonewald, et al, Bioactive glass in tissue engineering, Acta Biomaterialia. 7( 2011) 2355–73
Arkudas, A Balzer, G Buehrer, I Arnold, A Hoppe, R Detsch, et al, Evaluation of angiogenesis of bioactive glass in the arteriovenous loop model, Tissue Eng Part C Methods. 19 (2013) 479–86

As the final step of processing, the specimens were pre-strained(1, 3, and 5%.) at room temperature in air.
The schematic diagram of the experimental set-up is illustrated in Fig. 1.
The test was made with a crosshead speed of 1.0mm/min at 363K.
Fig.1 Schematic diagram of experimental set-up 3.
P.Elzbieta, G.Stefan, and N.Wojciech, Proceedings of SPIE Thermosense XXIV (2002) pp. 479- 487 4.

Slabs reinforced with either GFRP bar or steel bars are compared, seen in Table 1.
Ultimate bearing capacities of restrained slabs from test are more than 1 time of those estimated according to codes.
References [1]GB 50010-02, Code for design of concrete structure.
Chinese Concrete Institute: 2005 [2]ACI Committee 440.1 (ACI440.1-06) .
Journal of Composites for construction 2005.12: pp. 407 - 479