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Online since: September 2007
Authors: Nan Huang, Zhen Bing Cai, Yong Xiang Leng, Qi Zhang, Feng Qi
The Microstructure and Mechanical Properties of Ti/TiN Multilayer Film Synthesized by Unbalanced Magnetron Sputtering Deposition on 17-4PH Stainless Steel Qi ZHANG 1, Feng QI1 , Yongxiang LENG1, a, Nan HUANG2 and Zhenbing CAI1 1 School of Materials Science and Engineering, Southwest Jiaotong University, Chengdu 610031, China 2 Key Lab. for Advanced Technologies of Materials, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China a yxleng@263.net Keywords: Multilayer; Titanium; Titanium nitride; Magnetron sputtering; Wear resistance.
Experiment The 17-4PH stainless steel was used as substrate material.
Benavente: Journal of Materials Processing Technology Vol. 145 (2004), P.371-376 [10] Wuu-Ling Pan, Ge-Ping Yu, Jia-Hong Huang: Surf.
Online since: August 2012
Authors: Xiao Jun Liu, Yong Gen Wu, Qing Tao Liu, Guo Ping Cen, Liang Cai Cai, He Sheng Wu
The flexural strength could achieve more than 5.5MPa at 28 days, and the recycled concrete felt with the existent pavement well, which could fulfill the long-term requirements of airfield pavement, the concrete also could be used in the rapid repair the cement concrete pavement of civil airfield and highway. 1 Introduction Cement concrete has excellent construction properties and durability[1], it constitutes the mostly building material of airfield pavement.
At present, the repair materials for the pavement include very quickly setting cement concrete, Portland cement concrete with flash admixture, mineral or organic polymer concrete, and so on, but there are some questions, such as the 4 hours’ strength is lower, the felting performance of repair materials and the existent pavement is not definite, the long-term strength is lower and even minish[2~3].
The tiny aggregates effect could stoppage the bleeding channels in the mortar and prevent the concrete from segregating and bleeding, so the concrete has well capability of water retention[8]. 3 Test studies 3.1 Materials (1)Cement: a, 42.5R portland cement was produced in Yaoxian of Shaanxi, the density is 3.10g/cm3, the flexural strength and compressive strength at 3 days are 6.1MPa and 28MPa, at 28 days are 8.9MPa and 48MPa; b, Type S early strength special cement was produced by Double-crane Special Cement Limited Company of Shanghai, the density is 3.10g/cm3, the initial setting time≤5 minutes, the final setting time≤10 minutes, when W/C=0.35, the compressive strength of neat cement grout at 2 hours is higher than 20MPa, at 1 day is higher than 40MPa; (2)Fly ash: Fly ash of grade Ⅱ was produced by Wei River Power Plant in Shaanxi, the density is 2.20g/cm3, the water requirements ratio is 91%; (3)Fine aggregate: Medium sand from Ba River in Shaanxi, the fineness module is 2.73
Acknowledgements The research documented in this paper was sponsored by the Science and Research Foundation of Logistics Department of Air Force(KH0706014) and the Research and Innovation Foundation of.
Journal of Highway and Transportation Research and Development, 4 (2007) 25-28
Online since: September 2013
Authors: Ya Qiong Huang, Naoki Isobe, Yukinori Yoshimura, Kenji Hosoda
Materials and Methods Tissue Preparation Different bovine mammary tissues were collected from the 8 Holstein Friesian cows at the slaughterhouse and were fixed with neutralized 10% (vol/vol) formalin immediately.
Science 267, 1645-1648
Journal of Poultry Science 44 (4): 433-438
Journal of animal science.
New York: Nova Science Publishers; 2005. p. 47–76
Online since: May 2012
Authors: Yan Zhang, Yi Ni Guo, Ye Huang
Journal of hainan university science edition, 1997, 26 (3). 35-37 [5] YangQing, YiGuoNa, Sue glorious, HuJianXiang.
Journal of southwest forestry university, 2003, (4). 30-34 [6] DengWuJun, palm plants in the garden of the application of the landscape [J].
Tropical agricultural science, 2009, 29 (6). 61-63 [10] TianYingCui.
Jiangsu: science and technology press, 2010:113
J hunan forestry science and technology, 2005 (3). 58-59
Online since: May 2019
Authors: Leo A.I. Kestens, S. Janakiram, J. Prakash Gautam, A. Miroux, J. Moerman
As the deformed microstructures affect the way materials behave during recovery and recrystallization.
Nakamachi The effect of crystallographic textures on the formability of high-strength steel sheets, Journal of Materials Processing Technology 122 (2002) 104–111 [2] R.K.
Pradhan, The Minerals, Metals and Materials Society, (1990) 73 [6] D.
Kestens, Determination of non-recrystallization temperature ( Tnr) of austenite in HSS C-Mn steels materials science forum.
Pirgazi Texture formation in metal alloys with cubic crystal structures Materials Science and Technology 2016 Vol 32 pp 13 [11] I.
Online since: July 2014
Authors: Jing Fan, Deng Chao Huang, Jin Shuai Qu
Soil is a collection within the Chinese Academy of Sciences, Beijing University, Yuquan Road Campus.
Vadose Zone Journal, 2005, 4(4): 1048-1058
The Journal of Physical Chemistry, 1996, 100(6): 2360-2366
Vadose Zone Journal, 2006, 5(3): 1048-1064
Journal of Hydrology, 2007, 344(1): 32-42
Online since: January 2018
Authors: Cristiane Fonseca de Carvalho, Cláudio Luis Melo-Silva, Jefferson Fabrício Cardoso Lins, Tereza Cristina Favieri de Melo-Silva, Ágatha Borges Teixeira, Jayme Pereira de Gouvêa, F.A. Araujo, A.S. Carvalho, E.C. Carvalho
Introduction The evolution of dentistry materials is being more and more influenced by the incessant pursuit for aesthetics, especially due to our society structure and media impulse, which dictates the standard to be followed in order to obtain health, personal and professional success.
The mechanical properties of this material are comparable to the lithium disilicate based glass-ceramics (L2S).
Lins: Materials Science Forum Vol. 727-728 (2012), p. 826
Lins: Materials Science Forum Vols. 820 (2015), p. 315
Yondem: Journal of Non-Crystalline Solids Vol. 358 (2012), p. 925
Online since: February 2011
Authors: Qi Feng Gao, Xiong Xi Wu
The involved decision problems can be divided into three kinds: choosing design entity when organizing alliance, choosing different parties to carry out the task when allocating task, choosing suppliers when purchasing commodity or raw material.
References [1] Linxuan Zhang, Tianyuan Xiao, Ce Liang:Journal of System Simulation Vol.18(S2)(2006) , p.555-558(In Chinese)
[4] Kaixin Xing and Ling Tian:Journal of Tsinghua University(Science and Technology) Vol.49(2009) , p. 226-231(In Chinese)
[6] Peijun Wang,Jinnuo Wang and Robert Bjǎrnemo: Journal of Machine Design Vol.21(2004) , p.4-7(In Chinese)
[7] Ruisu Liu,Chun-jie Xu and Guolin DUAN:Journal of Machine Design Vol.25(2005) , p.18-21(In Chinese).
Online since: July 2011
Authors: Qing An Li, Han Dong Liu, Yu Kun Zhao
References [1] JIANG Enhui, WAN Qiang, CAO Yongtao: Journal of Sediment Research,Vol.1(2010): p.1-4, in Chinese
[2] SONG Jiping, SONG Yanfei: Science, Vol.33(2009): p.
[6] CHEN Jianguo, ZHOU Wenhao, SUN Gaohu: Journal of Sediment Research,Vol.5(2008): p.1-8, in Chinese
[7] HAN Qiwei: Journal of Sediment Research,Vol.3(2008): p.1-18, in Chinese
[8] CHEN Jianguo, ZHOU Wenhao, SUN Ping: Journal of Sediment Research,Vol.3(2009): p.1-7, in Chinese
Online since: December 2012
Authors: Jackson Kong
Optimization of Elastic Supports for Laminated Composite Plates Jackson Kong1, a 1Division of Building Science and Technology, City University of Hong Kong, Hong Kong absjkong@cityu.edu.hk Keywords: Laminated composite plates; support optimization.
Numerical examples involving various support conditions, span/depth ratio and material properties are presented herein to illustrate the method.
References [1] Y Narita, The effect of point constraints on transverse vibration of cantilever plates, Journal of Sound and Vibration 102 (1985) 305-313
[2] B Akesson, N Olhoff, Minimum Stiffness of optimally located supports for maximum value of beam eigenfrequencies, Journal of Sound and Vibration 120 (1998) 457-463 [3] R Courant, D Hilbert, Methods of Mathematical Physics, Vol.1, Interscience, New York, 1953 [4] Y.
[5] K M Won,Y S Park, Optimal Support positions for a structure to maximize its fundamental natural frequency, Journal of Sound and Vibration 213(1998) 801-812 [6] Michael I Friswell, D Wang, The minimum support stiffness required to raise the fundamental natural frequency of plate structures, Journal of Sound and Vibration 301(2007) 665-677 [7] J.N.
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