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Online since: January 2014
Authors: Yong Jiang
Performance of on-site assembly is simple and reliable ,convenient transportation, separation.So it is widely used in mining, metallurgy, building, materials, railway and other industries [1-4].
From the waveform of vibration can be seen in Figure 5:(1) With the start of crusher, The vibration signal of the eccentric shaft bearing seat began changing and until after completion of starting stage into stable no-load operation;(2) Vibration which crusher broken material is the most intense vibration;(3) Vibration amplitude corresponding to frequency of loading conditions is larger than no-load condition,so it is in line with the actual conditions of crusher.
Acknowledgements This work was financially supported by National "Twelfth Five-Year" Plan for Science & Technology Support(2013BAB02B00)and Beijing General Research Institute of Mining & Metallurgy Natural Science Foundation (YJ-2012-23).
[8] Tang Bing-hua.The Application of Impulse Signal in Signal Analysis[J].Sichuan University of Arts and Science Journal[J].2011,21(2):45-47.
Online since: December 2018
Authors: Shinji Ando, Masayuki Tsushida, Hiromoto Kitahara, Yuta Kido, Akinobu Nakamura
Orientation Dependence on Fatigue Fracture Behavior of Pure Mg Single Crystals Yuta Kido1,a*, Akinobu Nakamura1, Masayuki Tsushida2, Hiromoto Kitahara3 and Shinji Ando4,b 1Graduate student, Graduate School of Science and Technology, Kumamoto University, Kumamoto 860-8555, Japan 2Faculty of Engineering, Kumamoto University, Kumamoto 860-85555, Japan 3Institute of Pulsed Power Science, Kumamoto University, Kumamoto 860-85555, Japan 4Magnesium Research Center, Kumamoto University, 2-39-1, Kurokami, Kumamoto 860-85555, Japan a172d8411@st.kumamoto-u.ac.jp, bshinji@msre.kumamoto-u.ac.jp Keywords: S-N plot, Fatigue life, Fracture surface, Basal slip, Void, {101(_)2}Twin, Second order pyramidal slip Abstract.
Introduction Magnesium (Mg) is expected as a next generation material for transportation because of its light weight and high strength-to-weight ratio.
References [1] Masayuki Tsushida, Ryosuke Ikeda, Hiromoto Kitahara, Shinji Ando: Journal of the Society of Materials Science, Japan, Vol. 58, No.8, pp. 703-708, Aug. 2009
Online since: May 2014
Authors: Zhang Bo
Relevant Technical Requirements Analysis of Related Raw Material in Coarse Aggregate Concrete By summarizing the relevant literature, combined with practical experience summary of the author, in raw materials’ technical requirements in concrete, basically, not only should common concrete be in line with raw materials technical requirements, the effect of varieties of fine aggregate and coarse aggregate on cement dosage should also be fully considered.
Aggregate can be used as cheaper filler material comparing to cement slurry in project, and the new building material’s cost is cut down.
Science and Technology Innovation Herald. 2008 (21) : 77-78 [3] Shao Yanmei.
Journal of Building Materials in the 21st Century. 2009 (4) : 140-142 [6] Chen Sumei.
Journal of Flexural Strength of Concrete. (12) : 2002-47 48 + 59
Online since: July 2011
Authors: Janis Locs, Vitalijs Lakevics, Liga Berzina-Cimdina, Valentina Stepanova, Juris Pelss, Dagnija Loca
Protein adsorption onto implant materials may therefore be of importance for the bond formation.
Serum proteins are also known to interact with HAp implant materials.
Materials and Methods Sample Preparation.
Key Engineering Materials Vols. 361-363 (2008) p. 127-130
Journal of material science, 33 (1998) p. 1927-1931
Online since: September 2013
Authors: Yun Kai Li, Chun Fa Zhou, Zi Gong Ning, Wei Zhao, Ming Chao Liang, Ze Shi, Pei Ling Yang, Zhi Yun Ouyang
State Key Laboratory of Urban and Regional Ecology, Research Centre for Eco-Environmental Sciences, Chinese Academy of Sciences, Beijing 100085, P.
Materials and Methods Materials The tested water samples were treated effluent from regenerated water works (A2/O process), some indexes of which were shown in Table 1.
References [1] Lili Yi, Xiaoning Chen, Weiping Chen.Journal of Environmental Sciences, 23 (10) (2011), p.1585–1593 [2] Marandi A, Karro E.Environmental Geology, 2008 (54) , p.1217-1225 [3] Schilling K E, Jacobson P.Biogeochemistry, 2008, p.199-216 [4] Hatzinger P B, Alexander M.
Environmental Science and Technology, 29(1995), p.537-545 [5] Bo Pan, Saikat G, Baoshan Xing.Environmental Science and Technology, 42(42)(2008), p.1594-1599 [6] Mengmeng Zhang, Jiulan Dai.In Chinese, Environmental Pollution and Control, 33(5)(2011), p.95-110 [7] Myers, D.Surfaces, Interface, and colloids: Principles and Applications.VCH Publishers, New York: 1991
ODU.Soil Science, 125 (1978), p.137-145 [11] Bhatti J S, Comerford N B, Johnston C T.Soil Science, 62 (1998), p.1089-1095 [12] Zhaohai Sun, Li Mao, Hongxia Yu, et a1.Journal of Environmental Sciences, 20 (2008), p.1075-1081 [13] Jiabo Yang, Xibai Zeng, Lianfang Li.In Chinese, Scientia Agricultura Sinica, 41 (11)(2008), p.3656-3663
Online since: July 2014
Authors: Jing Jing Gao, Chang Wang
Reconstruction Analysis of LH45 Type High Pressure Triplex Plunger Pump Shell Chang Wang, Jingjing Gao Mechanical Engineering School of Inner Mongolia University of Science & Technology, Baotou, China wangchang888@sina.com Keywords: Plunger pump; Shell; FEM; Reconstruction.
Studied the pump housing broken state and laws to selected material to manufacture.
According to the attribute table defined material properties, properties are shown in table 1.
The maximum stress value is far less than the yield limit of material 540MPa and the tensile strength values [σ]=735MPa.
Conclusions (1) Through different materials of high pressure triplex plunger pump shell before and after reconstruction of the finite element analysis shows that the transformation before and after the shell of the strength and stiffness are all meet the requirements, but after the transformation of the shell is more safe and reliable than the transformation before.It will be more correctness and feasibility
Online since: December 2011
Authors: Jin Qian, Shu Ni Song, Jing Yi Liu
The appeal of RPFEA method stems from its ability of being easily implemented in the form of computer programs that can systematically represent material behavior and complex boundary conditions [3-4].
Acknowledgement This work is supported by National Natural Science Foundation of China (Grand No. 50534020) References [1] S.
International Journal of Mechanical Science 1985; 27(11-12):829-839
Chinese Journal of Mechanical Engineering 1994; 7(1):11-16
Journal of Plasticity Engineering 1996; 3(2):2432
Online since: July 2014
Authors: Hu Yin, Neng Luo, Qian Li
In the acceleration process, vibration equation can be expressed with variables of time and displacement as Eq. 1: (1) Where, m1 is the weight of the drill string from the jar to surface, E is the elastic modulus of the material, β is the damping coefficient, L1is the length of the drill string from the jar to surface, A1 is the equivalent cross-sectional area of the upper part of drill string as Eq. 2: (2) Linear damping is a commonly used damping model.
According to mechanics of materials, the natural frequency can be expressed through the equations as Eq. 6: (6) The natural frequency and damping vibration frequency can be calculated with the elastic stiffness of the drill string by Eq. 6.
Journal of Petroleum Science and Engineering. 70.3 (2010), p. 235–242
Journal of Vibration and Shock (In Chinese). 30.6 (2011), p. 229-233
Xi'an Petroleum University Journal: Natural Science Edition (In Chinese). 15.1 (2000), p. 39-43
Online since: January 2015
Authors: Yuan Zhang, Qin Zhang, Zhi Yong Sun, Bing Deng
23.11 84.90 3.06 87.96 9.05 97.01 2.99 100.00 15.12 2.40 17.52 77.29 94.81 5.19 100.00 4.35 0.24 4.59 63.73 68.32 31.68 100.00 -0.045mm 100% Iron powder 1 Iron powder 2 Total Tailing 2 Rough concentrate Tailing 1 Roasted ore 47.19 2.99 50.18 36.28 86.46 13.54 100.00 95.98 89.11 95.57 12.83 62.67 11.95 55.80 0.37 0.54 0.38 2.48 1.35 0.61 1.25 1.27 1.77 1.30 29.08 18.61 51.85 23.11 84.78 3.73 88.51 8.59 97.10 2.90 100.00 14.96 1.38 16.34 77.04 93.38 6.62 100.00 3.72 0.33 4.05 65.57 69.62 30.38 100.00 -0.038mm 100% The result reveals that a high quality iron product with the iron grade more than 94% and the recovery approximately 88%,which the content of phosphorus is0.38%,canbe obtained by discarding tailingsbypermanentmagnetseparation,andfinely grinding and deslimingmany times by magnetic media.Judging from the chemical composition of iron powder, it can be used as supplementary for scrap resources,andishigh quality raw materials
A high quality iron product with the iron grade more than 94% and the recovery approximately 88%,which the content of phosphorusis0.38%,obtained by discarding tailingsbypermanent magnetseparation,andfinely grinding and deslimingmany times by magnetic media,whichcan be used as supplementary for scrap resources,andis high quality raw materials of EAF or powder metallurgy.
References [1]Y.M.Zhao,andC.S.Bi:Mineral Deposits, Vol. 19(2000), p. 351 [2] H.M.Zhang,F.L.Wang,andH.Li: Journal of Wuhan Institute ofTechnology,No.3(2011),p. 30 [3] B.C.
China.Patent, Appl.10000815.6.(2004) [6]P.Zhao, and P.M.Guo:Journal of University of Science and Technology Beijing, Mineral, Metallurgy, Material,Vol. 15(2008),p. 105 [7]N.S.Srinivasan: Powder Technology,Vol. 124(2002),p. 36 [8] G.S.Liu, S.Vladimir,andA.L.John: Thermal investigations ofdirect iron ore reduction with coal.
Thermochimica Acta . 2004 [9]I.Kobayashi,Y.Tanigaki,andUragami: Iron Steelmaker,No.9(2001),p. 22 [10]PourghahramanP,ForssbergE: International Journal of Mineral Processing,Vol. 82(2007),p. 100
Online since: October 2011
Authors: Dong Yan Zhang, Da Zhou Zhu, Yu Fei Li, Da Cheng Wang
Therefore, the objective of this study was to explore the feasibility of detecting soil parameters by a portable acousto-optic tunable filter (AOTF) NIR spectrometer. 2 Materials and method 2.1 Soil samples collecting Soil samples were collected from Shanxi province.
Journal of Soil and Water Conservation, 54: 455-461 (1999)
Soil Science Society of America Journal, 59: 364–372 (1995)
American Society of Agronomy/ Soil Science Society of America, Madison. (1996)
Soil science society of America journal, 66: 988-998 (2002).