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Online since: February 2016
Authors: Yu Hong Chen, Qi Xing Yang, Feng Lan Han, Liang Jiang, Li Li Zhang
The particle size distribution of S1 and S3 were showed in Fig. 1.
The chemical compositions of the cement and steel slag were showed in Table 1.
Iron and steel scrap of China. 1,2014:21 [3] E.
Materials and Structures 41,2008:479–493 [6] T.
(in Chinese) 26(1)2008:38-41 [11] Q.
Online since: December 2014
Authors: Kai Zhang, Fei Lian, Wen Hua Song, Min Ling Gao, Xiao Jun Ma
Mobile phase was 90:10 (V/V) methanol: water and pumped at a flow rate of 1.0 mL min-1.
Solutions with DBP concentrations of 0.5, 1, 2, 4, 8, 16 μg/mL were added to the glass tubes, respectively.
The kaoline is the non-expansion clay mineral of 1:1 type which has a relatively low negative charge and specific surface.
References [1] K.
Environ Sci. 19(2010), 472-479 (In Chinese) [16] C.
Online since: October 2010
Authors: Bao Liang Liu, Long Hai Yan
Results and discussion Fracture surface of the two materials are shown in Fig.1.
Fig.1(a) shows that fracture mode of ZSA is transgranular and intergranular mixed mode.
Fig.1(a) Fracture surface pattern of ZSA Fig.1(b) Fracture surface pattern of ZSC Fig.2 (a) shows the thermal conductivities and coefficients of thermal expansion of the two materials at different temperatures.
References: [1] Stanley R.
Phys. 107 (2008) 476-479
Online since: July 2014
Authors: Hong Guang Yao
The flight number is a measure of the importance of node city key factors, only through the "degree" of value is not enough to reflect the importance of node city[1].
As you can see from table 1 degree and strength before the 20 city with a high degree of overlap, shown in China has the most course of 20 city is as JAL class number 20 city.
At present, China has 2198 domestic routes and flights of 9611, ranking the top 20 City flights accounted for the proportion of the total number of the flight reached 52% and 68%, China air transport resources distribution not balanced, large and flight routes are concentrated in a small city. [2] Table 1 The navigable City moderate top 20 city summary table Rank of Degree city Degree strength Rank of strength 1 BJS 118 809 1 2 CAN 96 498 3 3 SHA 95 676 2 4 CTU 68 390 7 5 KMG 67 400 6 6 SZX 66 455 5 7 CKG 63 307 8 8 XIY 62 479 4 9 XMN 52 281 9 10 CSX 46 208 16 11 DLC 44 191 17 12 NKG 43 212 14 13 HGH 41 272 12 14 WUH 40 211 15 15 TAO 40 260 13 16 TNA 40 221 14 17 URC 39 183 18 18 KWE 39 154 22 19 SHE 37 156 20 20 CGO 36 153 23 Total 1132 6516 ②Aviation network average shortest path The shortest path is defined in the network two the distance between nodes, which connected the two nodes of the shortest path contains the number of edges ; the average path length refers to all nodes
Has a high strength and referred to the number of navigation city is Chinese aviation network key nodes in the network communication plays an important role. [5] Fig 1 Navigable City betweenness distribution map Fig 2 Navigable City referred to the number and intensity of scattered diagram Conclusion aviation network has the following properties: (1) With the increase of flights, passenger throughput does not increase linearly, but rather to increase exponentially.
References [1] Liu HK, Zhou T.
Online since: December 2013
Authors: Jakub Wieczorek, Jerzy Myalski, Adam Płachta
Stage 1 - preparing the matrix of the alloy and the reinforcing particles.
The structure of the composites after the homogenization is shown in the Fig. 1.
c) b) a) Fig. 1.
References [1] J.
Udaykumar, Particle-solidification front dynamics using a fully coupled approach, part II, Journal of Crystal Growth 252 (2003) 467-479.
Online since: October 2015
Authors: Achmad Ryan Mulyanto, Hendri Syamsudin, Djarot Widagdo
(a) (b) Fig. 1.
Natural frequencies of bamboo with various joint configurations are shown in table 1 below.
Table 1.
Modus NUMERICAL ANALYSIS DIFFERENCE TO EXPERIMENT RESULTS 1AB 2AB 3AB 4AB 5AB 6AB 1AB 2AB 3AB 4AB 5AB 6AB 1 25,65 17,466 12,957 12,665 8,663 6,49 3% 3% 8% 6% 8% 8% 2 276,05 151,98 78,832 209,1 94,857 79,08 8% 11% 18% 7% 14% 18% 3 630,86 320,74 213,7 583,35 161,12 120,34 21% 18% 23% 13% 34% 6% 4 1144,3 824,71 452,19 852,72 425,48 249,15 2% 2% 13% 4% 16% 7% 5 1250,9 1163,6 640,98 1108,8 690 377,1 7% 7% 18% 12% 2% 3% 6 1622,7 1349,7 859,66 1724,1 877,16 479,09 5% 9% 4% 7% 4% 13% 7 2113,8 1790,4 1141,7 2039,9 904,78 641,9 4% 8% 0% 3% 2% 7% Conclusion The results from static testing show that failure modes of bamboo adhesive joint from all specimens, 77 percent are fracture adherent and 33 percent are interfacial failure modes.
References [1] M.
Online since: October 2010
Authors: Chao Ying Xie, Xiao Gang Sun
Fig.1 (a) shows the typical morphology of Ni55Mn20.6Ga24.4 alloy powders after milling.
Fig.1 (b) is the powder morphology within a boxed area in Fig.1(a).The powders are irregular in shape and with a size of 50-100μm in diameter.
References [1] K.Ullakko, J.K.Huang, C.
Vol. 97(2005), p.10M319-1 [8] H.
Forum, Vol. 475-479(2005), p. 2067 [9] R.Ham-Su, J.P.Healey, R.S Underhill, et al.
Online since: October 2011
Authors: Xiao Yu, Long Hu, Zun Ming Lu, Cheng Chun Tang, Xue Wen Xu
So, they are usually classified as good refractory and corrosion-resisting compounds [1].
Fig.1 showed the crystal structure of the selected four tungsten borides.
The maximum strain amplitude was set as 1×10-3.
Table 1 listed the calculated lattice constants, together with the experimental results.
Reference: [1] T.I.
Online since: June 2014
Authors: Meng Zhang, Mei Hong Liu, Yu Xian Li
The asbestos fiber causes serious damage to human body health[1].
From figure 1, you can see, most of the latex can absorb the fiber, but there are some fibers which failed to absorb on fiber latex.
References [1] Tan Xishun, the threat to human health killer - asbestos [J].
Journal of mechanical engineering materials, 2005.29 (1) : 34 ~ 36
Materials Science Forum Vols. 475-479 (2005) : pp1051-1054
Online since: August 2007
Authors: Wing Yiu Yeung, Tao Wei, David Sunjaya, Robert Harrison
Experimental The test material in this study was stainless steel grade ASTM TP304H with a composition as shown in Table 1.
The FEA results are plotted against the experimental SPT curves in Fig. 1 and show a close agreement between the curves.
The equivalent fracture strain can be determined using Eq. 1 [2].
References 1.
Carr: Materials Science Forum Vol. 475-479 (2005), p.1415. 7.
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