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Based on measuring data, different distributions (Normal, Lognormal, Weibull, Logistic, Gumbel ) were verified, the best-fit distributions of width and length is Weibull distribution, that of diameter is Lognormal, their cumulative distribution function are shown respectively in Eq.3~ Eq.5. 1)( 24.3 95.97       − −= X eXF (3) 1)( 51.2 59.28       − −= X eXF (4) ( ) ( ) ∫ × − − ⋅ ⋅⋅ = dX XF e x 2 2 193.02 896.1ln 193.02 1 π (5) Fig.7 Cumulative distribution rules of metallurgical particles Summary This paper has focused on the initial discontinuity sate of the advanced aluminum alloy rolling plate, through plenty of tension and fatigue testing.

[3] TIAN J．Reversible data embedding using a difference expansion．IEEE Trans，Circuits Systems for Video Technology，2003，13(8)：890-896

Table 1 Thermophysical parameters of alloy 6061 Thermal physical parameters of material values Thermal conductivity (W·m-1·K-1) 180 Density (kg·m-3) 2700 Specific heat capacity(J·kg-1·K-1) 896 Result and comparison Two kinds of heat sink, the round and rectangular, were used for simulation, respectively, as shown in Fig.2.

Vol. 171 (2011), p. 883- 896.

Carrióc Materials Engineering Department Mackenzie Presbyterian University, Rua da Consolação, 896 – 01302-907 São Paulo/SP, Brazil amiguelsanchez4@me.com.br, bmauroterence@yahoo.com.br, cjgcarrio@gmail.com Keywords: wood, nitric acid, crystalline cellulose Abstract: Crystalline cellulose can be obtained from alternative sources like waste wood by hydrolysis with hydrochloric or sulfuric acid.

Naratani, “Simulation of a pneumatic hand crane power-assist system,” Journal of Robotics and Mechatronics, Vol.20, No.6, 2008, pp. 896-902

(a) 202 (2005) 896–900
Neutron Techniq. 6 (2012) 894–896

Chemical composition of DI samples, according to ASTM A 896-90 is shown in Table 1.
Table 1 Chemical composition of samples DI (ASTM A 896-90), mass% C Si Mn S P Fe 3.5…3.6 2.4…2.5 0.25…0.3 0.01 0.01 balance The operational window laser power (P) - welding speed (S) was explored by carrying out the fusion lines on DI plates without preheating, to determinate areas of weldability.

Value/ Exp.Value HPCW-1 269 291 1.080 554 549 0.990 685 564 0.823 HPCW-2 269 291 1.080 536 561 1.050 698 666 0.953 HPCW-3 336 339 1.010 582 683 1.170 797 718 0.902 HPCW-4 336 344 1.020 567 692 1.220 778 759 0.976 HPCW-5 480 498 1.040 888 896 1.010 880 887 1.010 HPCW-6 480 441 0.919 825 791 0.959 780 790 1.010 HPCW-7 420 498 1.180 975 896 0.919 838 887 1.060 DHPCW-8 578 602 1.040 1400 1240 0.884 1280 1390 1.080 DHPCW-9 583 493 0.844 1260 1090 0.863 1080 1190 1.100 DHPCW-10 471 493 1.050 1050 1070 1.020 1200 1190 0.994 DHPCW-11 601 493 0.820 1190 1090 0.910 1040 1180 1.140 SHPCW-12 420 412 0.980 1210 830 0.687 928 1130 1.210 SHPCW-13 504 492 0.976 1150 946 0.820 1080 1080 1.000 SHPCW-14 420 399 0.949 1030 739 0.720 866 978 1.130 SHPCW-15 360 455 1.260 1100 818 0.741 921 1040 1.130 References [1] Concrete structure design code[S].

Eng. 896 (2020) 012115
Eng. 896 (2020) 012119