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Online since: February 2011
Authors: Jing Wang, Ai Jiu Chen, Qing Zhang, Zhan Fang Ge
Primary materials and mix proportions for tests
Primary materials for tests
After crushing and processing the waste reinforced concrete, the recycled coarse aggregates can be acquired with the grain size ranging from 5mm to 20mm.
In the Fig.1~Fig.3, the brighter of the zone, the bigger density and CT numbers of the material and vice versa.
Chinese Journal of Rock Mechanics and Engineering,2005,24(22):4003-4009
Journal of Hydraulic Engineering,2006,37(9):1044-1050
Natural Science Journal of Xiangtan University, 2006 ,28(2):52-55.
In the Fig.1~Fig.3, the brighter of the zone, the bigger density and CT numbers of the material and vice versa.
Chinese Journal of Rock Mechanics and Engineering,2005,24(22):4003-4009
Journal of Hydraulic Engineering,2006,37(9):1044-1050
Natural Science Journal of Xiangtan University, 2006 ,28(2):52-55.
Online since: December 2010
Authors: Chun Gui Du
Introduction
Sliced bamboo veneer is one kind of new flaky bamboo material.
Materials and methods Materials.
Du, et al: Journal of Zhejiang Forestry Colleg, Vol.20(2003), p.227(In Chinese) [2] C.G.
Li, et al: Journal of Northeast Forestry University, Vol.31(2003), p.16(In Chinese) [3] C.G.
Bai: Shaanxi Forest Science and Technolog, (2008), p.142(In Chinese) [6] Y.H.
Materials and methods Materials.
Du, et al: Journal of Zhejiang Forestry Colleg, Vol.20(2003), p.227(In Chinese) [2] C.G.
Li, et al: Journal of Northeast Forestry University, Vol.31(2003), p.16(In Chinese) [3] C.G.
Bai: Shaanxi Forest Science and Technolog, (2008), p.142(In Chinese) [6] Y.H.
Online since: August 2020
Authors: Shigeru Nagasawa, Hanh C. Nguyen
Recently, laminated structure material is increasingly used in packaging applications due to their high stiffness, high strength and various components with strength far that of the original materials [3].
Due to the different material properties of these layers, troubles sometimes occurs with unstable cutting phenomena.
Materials and Methods Experimental Conditions and Specimens.
Yoshizawa, Effect of tip clearance and blade hardness on cutting resistance and tip shape in paper board die cutting, Journal of the Japan Society for Technology of Plasticity. 42(2001), 38-42
Katayama, Effect of blade tip shape on thread dross occurrence in paperboard die cutting, Journal of the Japan Society for Technology of Plasticity. 43(2002), 624-628 (in Japanese)
Due to the different material properties of these layers, troubles sometimes occurs with unstable cutting phenomena.
Materials and Methods Experimental Conditions and Specimens.
Yoshizawa, Effect of tip clearance and blade hardness on cutting resistance and tip shape in paper board die cutting, Journal of the Japan Society for Technology of Plasticity. 42(2001), 38-42
Katayama, Effect of blade tip shape on thread dross occurrence in paperboard die cutting, Journal of the Japan Society for Technology of Plasticity. 43(2002), 624-628 (in Japanese)
Online since: February 2012
Authors: Lian Fen Liu, Zhi Long Xu, Xiao Fan Yang, Chao Li, Teng Hui Zeng, Ling Xiang Li
Introduction
Cemented carbide is a composite material, which is made up of WC particles of high hardness and bond of fine toughness[1].
Acknowledgements This work was financially supported by the Major Program of National Science and Technology (2009ZX04012-032).
Journal of Materials Processing Technology, 2001, 113:348-354
Journal of Materials Processing Technology, 2003, 141:329-336
Journal of Materials Processing Technology, 2007, 183:165-168.
Acknowledgements This work was financially supported by the Major Program of National Science and Technology (2009ZX04012-032).
Journal of Materials Processing Technology, 2001, 113:348-354
Journal of Materials Processing Technology, 2003, 141:329-336
Journal of Materials Processing Technology, 2007, 183:165-168.
Online since: July 2008
Authors: Shui Sheng Xie, Guo Jie Huang, Jun Nian Gou, Shu Ming Xing, You Feng He
Table 1 Experimental condition for casting using inclined slope
Material M2 Steel (W6Mo5Cr4V2)
Casting temperature /°C 1480
Inclined slope
Material Mild steel
Coating Bauxite refractory
Angle /° 60
Length /mm 200, 400, 500, 600
Preheating /°C 200~300
Casting mould
Material Bauxite sand mould
Size /mm Diameter×Height =Ф50×110
The schematic diagram of experimental equipment is shown in Fig.1.
Acknowledgements The authors greatly acknowledge the sponsor of Science Foundation of Beijing Jiaotong University.
Journal of Materials Processing Technology, 2005, 166 (3), p359-363
Journal of Iron and Steel Research, 2007, 14(1): p 47-52
Journal of Materials Processing Technology, 2007, 186 (1-3): p94-101
Acknowledgements The authors greatly acknowledge the sponsor of Science Foundation of Beijing Jiaotong University.
Journal of Materials Processing Technology, 2005, 166 (3), p359-363
Journal of Iron and Steel Research, 2007, 14(1): p 47-52
Journal of Materials Processing Technology, 2007, 186 (1-3): p94-101
Online since: July 2011
Authors: Jing Zhang, Yun Rong Yan, Wen He Chen, Bao Gui Tang
Improper teaching material contents.
Teaching material determines the main teaching contents and textbook names “Probability and Mathematical Statistics” or “Biostatistics” is often selected as the teaching material.
SCIENCE& TECHNOLOGY INFORMATION, 35, p. 929, (2008) [2] R.Q.
Beijing: Science Press (2008) [4] D.X.
Journal of Jiangxi Institute of Education(Comprehensive),Vol.25(6), p. 25-27, (2004)
Teaching material determines the main teaching contents and textbook names “Probability and Mathematical Statistics” or “Biostatistics” is often selected as the teaching material.
SCIENCE& TECHNOLOGY INFORMATION, 35, p. 929, (2008) [2] R.Q.
Beijing: Science Press (2008) [4] D.X.
Journal of Jiangxi Institute of Education(Comprehensive),Vol.25(6), p. 25-27, (2004)
Online since: October 2011
Authors: A. Biswas, S. Bhaumik, Saurav Datta, S.S. Mahapatra, Gautam Majumdar
Yang, “Application of the Taguchi Method to the Optimization of the Submerged Arc Welding Process”, Materials and Manufacturing Processes, vol. 13, no. 3, 1998, pp. 455-467
Murugan, “Application of Response Surface Methodology for Predicting Weld Bead Quality in Submerged Arc Welding of Pipes”, Journal of Materials Processing Technology, vol. 88, 1999, pp. 266–275
Chang, “The Use of Grey-Based Taguchi Methods to Determine Submerged Arc Welding Process Parameters in Hard Facing”, Journal of Materials Processing Technology, vol. 128, 2002, pp. 1–6
Murugananth, “Metaheuristic Multiobjective Optimization in Steel Welds”, Materials and Manufacturing Processes, vol. 24, 2009, pp. 230–239
KUMAR, “Multi-Response Optimization of CFAAFM Process Through Taguchi Method and Utility Concept”, Materials and Manufacturing Processes, vol. 21, 2006, 907-914
Murugan, “Application of Response Surface Methodology for Predicting Weld Bead Quality in Submerged Arc Welding of Pipes”, Journal of Materials Processing Technology, vol. 88, 1999, pp. 266–275
Chang, “The Use of Grey-Based Taguchi Methods to Determine Submerged Arc Welding Process Parameters in Hard Facing”, Journal of Materials Processing Technology, vol. 128, 2002, pp. 1–6
Murugananth, “Metaheuristic Multiobjective Optimization in Steel Welds”, Materials and Manufacturing Processes, vol. 24, 2009, pp. 230–239
KUMAR, “Multi-Response Optimization of CFAAFM Process Through Taguchi Method and Utility Concept”, Materials and Manufacturing Processes, vol. 21, 2006, 907-914
Online since: May 2013
Authors: Guang Zhong Xing, Guo Wei Wang, Jing Sun, Qing Shan Li, Wei Hong, Biao Zhan
“Anion” multifunctional anion additives Anna Ao series of natural minerals (such as opal, ancient Haiyan) as the main raw material, while adding a variety of functional materials such as charcoal, white charcoal, iron oxide, aluminum oxide, titanium dioxide, medical stonepaste or powder shells, coral and a variety of non-metallic materials from the production of special ultra-fine processing technology.
Di: Journal of EMCC, Vol. 18(2008) No.3, p.1-3 [2] J.
Ren, et al.: Advanced Materials Research, Vol. 427 (2012), p.236
Hu: Advanced Materials Research, Vol. 96 (2010), p.260
Nepomuceno: Construction and Building Materials, Vol. 27(2012), p.189
Di: Journal of EMCC, Vol. 18(2008) No.3, p.1-3 [2] J.
Ren, et al.: Advanced Materials Research, Vol. 427 (2012), p.236
Hu: Advanced Materials Research, Vol. 96 (2010), p.260
Nepomuceno: Construction and Building Materials, Vol. 27(2012), p.189
Online since: June 2012
Authors: Fu Hou Xu, Yu Xiang Zhang, Dong Dong Wen, Hua Cheng Li
Acknowledgements
This work was financially supported by the National Natural Science Foundation of China (51105364).
Journal of Aerospace Engineering, Vol.17 (2004), p. 182-193
Smart Materials and Structures, doi:10.1088/0964 (2008) [5] C.
Journal of Intelligent Material Systems and Structures, Vo5 (1994), p. 12-20
Journal of Sound and Vibration, Vol.286 (2005), p. 229-250 [7] Che Jian-guo,Geng xue-he Techonology of Tractical Missile vol. 28 (2011), p.31-34 [8] Xu yi-shen Gu ji-hua Communicatons Techonology vol.44 (2011),p.36-39
Journal of Aerospace Engineering, Vol.17 (2004), p. 182-193
Smart Materials and Structures, doi:10.1088/0964 (2008) [5] C.
Journal of Intelligent Material Systems and Structures, Vo5 (1994), p. 12-20
Journal of Sound and Vibration, Vol.286 (2005), p. 229-250 [7] Che Jian-guo,Geng xue-he Techonology of Tractical Missile vol. 28 (2011), p.31-34 [8] Xu yi-shen Gu ji-hua Communicatons Techonology vol.44 (2011),p.36-39
Online since: September 2011
Authors: Bo Wang, Yu Xiang Liu
Concrete in this system is considered as linear elastic material, while rubber bearing is regarded as incompressible nonlinear elastic material.
Fig.2 Max principal stress of right shearkey Fig.3 Max principal stress of left shearkey (2) Because of the nonlinearity of material, the rubber bearing appears large deformation along with the inner motion of each part which forms the whole collision system., It can be described in some ways by relative displacement of reference point A and B which is a pair of angular points of rubber bearing and the position is shown in Fig.4.
References [1] Zhao G.H, Liu J.X: Technology for Earthquake Disaster Prevention Vol. 3 (2008), p. 365 [2] Liu J.X, Zhao G.H: Architecture and Civil Engineering Vol. 26 (2009), p. 92 [3] Wang J.W, Li J.Z and Fan L.C: Journal of Highway and Transportation Research and Development Vol. 24 (2007), p. 72 [4] E.Maragakis, B.Douglas and S.Vrontinos: Classical Formulation of the Impact between Bridge Deck and Abutments during Strong Earthquake (American Society of Civil Engineers,Canada 1990) [5] R.Jankowski, K.Wilde and Y.Fujno: Earthquake Engineering and Structural Dynamics Vol. 27 (1998), p.487 [6] A.Ruangrassamee, K.
Kawashima: Earthquake Engineering and Structural Dynamics Vol. 30 (2001), p.1511 [7] Nue L.Y, Fan L.C and Fan L.C: China Journal of Highway and Transport Vol. 19 (2006), p. 49 [8] Wu X.T, Zhou Z.X and Zeng F.J: Journal of ChongQing JiaoTong Unversity(Natural Science) Vol.27 (2008), p. 1 [9] Li L, Ye Z.X and Wu J: Joumal of Highway and Transportation Research and Development Vol.26 (2008), p. 100 [10] He X.L and Li E.X: Southwest Highway Vol.4 (2008), p. 108
Fig.2 Max principal stress of right shearkey Fig.3 Max principal stress of left shearkey (2) Because of the nonlinearity of material, the rubber bearing appears large deformation along with the inner motion of each part which forms the whole collision system., It can be described in some ways by relative displacement of reference point A and B which is a pair of angular points of rubber bearing and the position is shown in Fig.4.
References [1] Zhao G.H, Liu J.X: Technology for Earthquake Disaster Prevention Vol. 3 (2008), p. 365 [2] Liu J.X, Zhao G.H: Architecture and Civil Engineering Vol. 26 (2009), p. 92 [3] Wang J.W, Li J.Z and Fan L.C: Journal of Highway and Transportation Research and Development Vol. 24 (2007), p. 72 [4] E.Maragakis, B.Douglas and S.Vrontinos: Classical Formulation of the Impact between Bridge Deck and Abutments during Strong Earthquake (American Society of Civil Engineers,Canada 1990) [5] R.Jankowski, K.Wilde and Y.Fujno: Earthquake Engineering and Structural Dynamics Vol. 27 (1998), p.487 [6] A.Ruangrassamee, K.
Kawashima: Earthquake Engineering and Structural Dynamics Vol. 30 (2001), p.1511 [7] Nue L.Y, Fan L.C and Fan L.C: China Journal of Highway and Transport Vol. 19 (2006), p. 49 [8] Wu X.T, Zhou Z.X and Zeng F.J: Journal of ChongQing JiaoTong Unversity(Natural Science) Vol.27 (2008), p. 1 [9] Li L, Ye Z.X and Wu J: Joumal of Highway and Transportation Research and Development Vol.26 (2008), p. 100 [10] He X.L and Li E.X: Southwest Highway Vol.4 (2008), p. 108