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Online since: October 2004
Authors: V.A. Ivanov, Lasar S. Shvindlerman, Günter Gottstein, Dmitri A. Molodov
Gottstein
1
1
Institut für Metallkunde und Metallphysik, RWTH Aachen, Kopernikusstr. 14,
D-52056 Aachen, Germany
2
Institute of Solid State Physics, Russian Academy of Sciences, Chernogolovka, Moscow Distr.,
142432 Russia
Keywords: Grain boundary, Triple junction, Migration, Mobility, Driving force.
For sake of convenience we will consider the effect of the "lateral" Journal Title and Volume Number (to be inserted by the publisher) 3 and "top/bottom" surface triple lines (Fig. 2) separately.
Journal Title and Volume Number (to be inserted by the publisher) 5 Discussion Since grain boundary migration is a drift motion to reduce the total free energy of the system, the boundary velocity has to be proportional to the driving force = bV m p (6) and bm is referred to as the grain boundary mobility.
Shvindlerman: Theoretical Fundamentals of Materials Science (Nauka, Russia 1981, (In Russian), p. 84
For sake of convenience we will consider the effect of the "lateral" Journal Title and Volume Number (to be inserted by the publisher) 3 and "top/bottom" surface triple lines (Fig. 2) separately.
Journal Title and Volume Number (to be inserted by the publisher) 5 Discussion Since grain boundary migration is a drift motion to reduce the total free energy of the system, the boundary velocity has to be proportional to the driving force = bV m p (6) and bm is referred to as the grain boundary mobility.
Shvindlerman: Theoretical Fundamentals of Materials Science (Nauka, Russia 1981, (In Russian), p. 84
Online since: July 2013
Authors: Xing Quan Wang, Qi Zhang, Feng Peng Wang, Wei Chen, Xiang Hua Zeng, Si Ze Yang, Jun Huang, Xiu Rong Zhu
A Temperature-Measurable Dielectric Barrier Discharge Plasma Cooperating with the Catalysis Device for Nitric Oxides Removal
Xing-Quan Wang1, 2, a, Qi Zhang1, Feng-Peng Wang1, Wei Chen3, Jun Huang3, Xiu-Rong Zhu1, Xiang-Hua Zeng1, and Si-Ze Yang3, 4
1School of Physics and Electronic Information, Gannan Normal University, Ganzhou 341000, China
2Institute of Optoelectronic Materials and Technology, Gannan Normal University, Ganzhou 341000, China
3Institute of Physics, Chinese Academy of Sciences, Beijing 100190, China
4Fujian Key Laboratory for Plasma and Magnetic Resonance, School of Physics and Mechanical & Electrical Engineering, Xiamen University, xiamen 361005, China
awangxingquan813@163.com
Keywords: Temperature in reaction region; Dielectric barrier discharge; Plasma; NOx Removal.
Mizeraczyk, Chemical Engineering Journal 110 (2005) 79
Yamashita, IEEE Transactions on Plasma Science 33 (2005) 763
Yang, Japanese Journal of Applied Physics 49 (2010) 086201
Mizeraczyk, Chemical Engineering Journal 110 (2005) 79
Yamashita, IEEE Transactions on Plasma Science 33 (2005) 763
Yang, Japanese Journal of Applied Physics 49 (2010) 086201
Online since: January 2013
Authors: Yu Bai, Xiao Dong Yang, Jian Rong Yang, Yun Feng
Dynamic Amplification Factor Measuring of T-girder Bridges
Jianrong Yang1, a, Yu Bai1,b, Xiaodong Yang1,c and Yun Feng2,d
1Faculty of Civil Engineering and Architecture, Kunming University of Science & Technology, Kunming 650224, China
2Kunming Architectural Design & Research Institute Co., Ltd, Kunming 650041, China
acarpenter_y@sina.com, bbaiyu_kust@yahoo.com.cn, cyxd_km@yahoo.com.cn,
d814950665 @qq.com
Keywords: Dynamic Amplification Factor, T-girder Bridge, Traffic Load, Full-scaled Testing.
Canadian Journal of Civil Engineering, 1992, 19(2): 260-278 ].
Report 211, Federal Laboratory for Testing of Materials (EMPA), Dübendorf, Swityerland. ].
Journal of Bridge Engineering, Volume 9, Issue 2, pp. 137-146, March/April, 2004.ASCE, ISSN 1084-0702(2004)9:2(137) ] performed a parametric study based on the stimulation of bridge-vehicle interaction.
Elsevier Applied Science, London, UK, 1992, 290-229 ]. 941 High Sensitive Transducer DH5920 Data Collection Computer Fig. 4 Dynamic Testing System Fig. 5 Bridge Modal Test Fig. 6 Photoelectric Dynamic and Static Displacement Meter The dynamic testing system is illustrated in Fig. 3.
Canadian Journal of Civil Engineering, 1992, 19(2): 260-278 ].
Report 211, Federal Laboratory for Testing of Materials (EMPA), Dübendorf, Swityerland. ].
Journal of Bridge Engineering, Volume 9, Issue 2, pp. 137-146, March/April, 2004.ASCE, ISSN 1084-0702(2004)9:2(137) ] performed a parametric study based on the stimulation of bridge-vehicle interaction.
Elsevier Applied Science, London, UK, 1992, 290-229 ]. 941 High Sensitive Transducer DH5920 Data Collection Computer Fig. 4 Dynamic Testing System Fig. 5 Bridge Modal Test Fig. 6 Photoelectric Dynamic and Static Displacement Meter The dynamic testing system is illustrated in Fig. 3.
Online since: October 2020
Authors: Tjokorda Gde Tirta Nindhia, I Wayan Surata, Akmal Raka Pamungkas, Tjokorda Sari Nindhia, Zdenek Knejzlik, Tomas Ruml
Hu:Journal of Biomedicine and Biotechnology, V.2010, Article ID 683962, (2010),pp1-8
Kundu: Progress in Polymer Science, Vol.39, (2014), pp. 251– 267
Onyari: International Journal of Biological Macromolecules,Vol.50, (2012), pp. 63– 68
Nindhia: Materials Science and Engineering, Vol. 204, (2017), pp. 1-6
Kundu: Progress in Polymer Science, Vol.39, (2014), pp. 251– 267
Onyari: International Journal of Biological Macromolecules,Vol.50, (2012), pp. 63– 68
Nindhia: Materials Science and Engineering, Vol. 204, (2017), pp. 1-6
Online since: August 2023
Authors: Hong Xing Lu, Qiang Zhu, Xiao Gang Hu, Zhi Yuan Wang
Zhu1,d*
1Department of Mechanical and Energy Engineering, Southern University of Science and Technology, Shenzhen 518055, China
a12132300@mail.sustech.edu.cn, bhuxg@sustech.edu.cn, cluhx@sustech.edu.cn, dzhuq@sustech.edu.cn
Keywords: Semi-solid processing, die casting, machine learning, intelligent manufacturing.
Acknowledgement The research is supported by Shenzhen Science and Technology Program, Grant No.
[3] Jun Kim, Ju Yeon Lee, Dataanalyticsbased factory operation strategies for diecasting quality enhancement, The International Journal of Advanced Manufacturing Technology. 119 (2022) 3865-3890
Yarlagadda, Eric Cheng Wei Chiang, A neural network system for the prediction of process parameters in pressure die casting, Journal of Materials Processing Technology. 89-90 (1999) 583-590
Acknowledgement The research is supported by Shenzhen Science and Technology Program, Grant No.
[3] Jun Kim, Ju Yeon Lee, Dataanalyticsbased factory operation strategies for diecasting quality enhancement, The International Journal of Advanced Manufacturing Technology. 119 (2022) 3865-3890
Yarlagadda, Eric Cheng Wei Chiang, A neural network system for the prediction of process parameters in pressure die casting, Journal of Materials Processing Technology. 89-90 (1999) 583-590
Online since: May 2012
Authors: Xiao Jing Li, Fang Shao, Jing Li, Xian Liu
Comprehensive existing research that: land damage forms caused by coal mining mainly belong to four types include excavating destruction, coverage, subsidence and pollution[9,10], and the Shaft Engineering mining cause subsidence, coverage and pollution of waste materials, and different geographic location has different failure characteristics.
Journal of Mountain Science.
Shaanxi Forest Science and Technology. (1993), p. 33-34
Journal of China University of Mining &Technology.
Journal of Mountain Science.
Shaanxi Forest Science and Technology. (1993), p. 33-34
Journal of China University of Mining &Technology.
Online since: February 2012
Authors: Lei Lin, Song Jiang Wang
Risk Analysis on Investment of Hydropower Project Based on WBS and RBS
Lei LIN1, a, Song-Jiang WANG2, b
1 Kunming University of Science and Technology, Kunming, China
2 Kunming University of Science and Technology, Kunming, China
aherbertmans@163.com, brichard777wang@163.com
Keywords: WBS; RBS; Monte Carlo; hydropower project
Abstract.
construction Land expropriation and immigration (1)Land expropriation funds (2)Resettlement scheme (3)Compensation standards Traffic (1)Environmental damage (2) Construction quality Power supply, water supply and the others construction of line Campsite (1)Construction quality (2)Environmental damage Preparation engineering Diversion channel (1)Geological conditions (2)Hydrologic conditions (3)Construction quality Concrete system Mix concrete on the right bank and Refrigeration system (1)Construction quality (2)Environmental damage Mix concrete on the left bank and Refrigeration system (1)Construction quality (2)Environmental damage Main construction Dam foundation project Dam foundation on the left bank (1)Geological conditions (2)Construction management (3)Construction technology Plant project building project Construction management Installation project Installation technology Dam body project Nonoverflow dam monolith on the left bank (1)Geological conditions (2)Materials
References [1] Simon, P., Hillson, D. and Newland, K., Project Risk Analysis and Management (PRAM) Guide, Association for Project Management, Ascot-UK, 1997 [2] Boothroyd, C., Emmett, J., Risk Management-A practical guide for construction professionals, Witherby & Co Ltd, London, 1996 [3] Charoenngam C, Yeh CY.Contratual risk and liability sharing in hydropower construction[j].International Journal of Project Management,1999, 17(1):29-37 [4] ZhenQiang Wang, and so on.
Investment risk analysis for large-scale hydropower project, Journal of hydraulic, 2004, 7(7): 92-97 (In Chinese) [5] JiKan Pu.
construction Land expropriation and immigration (1)Land expropriation funds (2)Resettlement scheme (3)Compensation standards Traffic (1)Environmental damage (2) Construction quality Power supply, water supply and the others construction of line Campsite (1)Construction quality (2)Environmental damage Preparation engineering Diversion channel (1)Geological conditions (2)Hydrologic conditions (3)Construction quality Concrete system Mix concrete on the right bank and Refrigeration system (1)Construction quality (2)Environmental damage Mix concrete on the left bank and Refrigeration system (1)Construction quality (2)Environmental damage Main construction Dam foundation project Dam foundation on the left bank (1)Geological conditions (2)Construction management (3)Construction technology Plant project building project Construction management Installation project Installation technology Dam body project Nonoverflow dam monolith on the left bank (1)Geological conditions (2)Materials
References [1] Simon, P., Hillson, D. and Newland, K., Project Risk Analysis and Management (PRAM) Guide, Association for Project Management, Ascot-UK, 1997 [2] Boothroyd, C., Emmett, J., Risk Management-A practical guide for construction professionals, Witherby & Co Ltd, London, 1996 [3] Charoenngam C, Yeh CY.Contratual risk and liability sharing in hydropower construction[j].International Journal of Project Management,1999, 17(1):29-37 [4] ZhenQiang Wang, and so on.
Investment risk analysis for large-scale hydropower project, Journal of hydraulic, 2004, 7(7): 92-97 (In Chinese) [5] JiKan Pu.
Online since: May 2012
Authors: Jing Zhou, Qiao Jin, Quan Wen
Acknowledgements
This work was financially supported by the Natural Science Foundation for the Youth (51008049).
Philadelphia, PA:American society for testing and materials. (1971), p. 230
Journal of Pressure Vessel Technology.(1985),107, p.203
Journal of Wuhan university of science and technology. (2009), 32(3),p.247.
Philadelphia, PA:American society for testing and materials. (1971), p. 230
Journal of Pressure Vessel Technology.(1985),107, p.203
Journal of Wuhan university of science and technology. (2009), 32(3),p.247.
Online since: July 2011
Authors: Ling Kun Chen, Guo Ding, Huan Tang, Hui Wang
Acknowledgments
This study is a part of an ongoing research project at Central South University and was supported by Minster of Railways of China under Grant No. 2008G031-17 and 2009G - 024, the study was supported by NSFC (National Natural Science Foundation of China) under Grant No. 50908236 too, those supports is gratefully acknowledged.
IOP Conference Series: Materials Science and Engineering Volume 10 (1): 1-10 [3]Y B.
Journal of Sound and Vibration, 2002, 258, (1, 14 ): 65~94 [4]J.D.
Journal of Sound and Vibration, Volume 325, Issues 4-5, 11 September 2009, Pages 907-922 [6]Xiu Luo, Takefumi Miyamoto, Method for running safety assessment of railway vehiclesagainst structural vibration displacement during Earthquakes.
IOP Conference Series: Materials Science and Engineering Volume 10 (1): 1-10 [3]Y B.
Journal of Sound and Vibration, 2002, 258, (1, 14 ): 65~94 [4]J.D.
Journal of Sound and Vibration, Volume 325, Issues 4-5, 11 September 2009, Pages 907-922 [6]Xiu Luo, Takefumi Miyamoto, Method for running safety assessment of railway vehiclesagainst structural vibration displacement during Earthquakes.
Online since: May 2015
Authors: Bin Li, Le Guan, Shi Yun Li, Jin Kui Chu, Yan Cui
Acknowledgement
This project is supported by National Natural Science Foundation of China (Grant No. 51305057) and National Basic Research Program of China (Grant No. 2011CB302105).
Journal of Comparative Physiology A, 189.6 (2003): 411-418
Key Engineering Materials, Tranducer and Microsystem Technologies, 8(2014): 020
Proceedings of the Institution of Mechanical Engineers, Part N: Journal of Nanoengineering and Nanosystems, 227.3(2013): 120-124
North-Holland. sole distributors for the USA and Canada, Elsevier Science Publishing Co., Inc., 1987
Journal of Comparative Physiology A, 189.6 (2003): 411-418
Key Engineering Materials, Tranducer and Microsystem Technologies, 8(2014): 020
Proceedings of the Institution of Mechanical Engineers, Part N: Journal of Nanoengineering and Nanosystems, 227.3(2013): 120-124
North-Holland. sole distributors for the USA and Canada, Elsevier Science Publishing Co., Inc., 1987