Search Options

Sort by:

Sort search results by

Publication Type:

Publication Type filter

Open access:

Publication Date:

Periodicals:

Periodicals filter

Search results

Online since: November 2012
Authors: Xi Tao Zheng, Yu Tu Li, Gui Luo
Whereas, the majority of composite material characterization to data has concentrated on coupon test specimens between 2mm and 2.5mm thick, which were designed to produce in-plane materials property data[1].
Empirically, it is rare to utilize materials in thickness greater than 40mm for measuring the through-thickness properties.
Each group consisting of five specimens from each of the same thickness materials were prepared for loading in through-thickness tension.
Hiley, Determine The Through-thickness of FRP Materials, Composites Science and Technology 58 (1998) 1411-1420 [2] W R Broughton and G D Sims, An Overview of Through-thickness Test Methods for Polymer Matrix Composites, NPL Report DMM(A)148,October 1994 [3] J.
Daniel Through-Thickness Mechanical Characterization of Woven Fabric Composites Journal of Composite Materials 2004 38: 543 [4] J.
Online since: June 2014
Authors: Fu Hong Chen, Fu Jun Liu, Xiao Hu Yin, De Yong Cai
Introduction Fiber reinforced composite materials are becoming increasingly popular for various structural applications in the automotive, aerospace, and other industrial sectors [1,2].
Due to the complexity of fiber reinforced composite materials, the variability in performance of a composite structure is often much higher than conventional isotropic structures [3,4].
In fact, due to a variety of factors such as component materials, technological process and work environment, the strength parameters of fiber reinforced composite materials are generally random distributions [6].
(Nature Science Edition).34 (2006) 96-98
A general theory of strength for anisotropic materials, Journal of Composite Materials. 5 (1971) 58-80
Online since: June 2014
Authors: Fabrice Bernard, Siham Kamali-Bernard, DAME KEINDE
As revealed previously by [5], the addition of these materials leads to the occurrence of occluded air inside the whole composite.
Kamali-Bernard, Predicting the evolution of mechanical and diffusivity properties of cement pastes and mortars for various hydration degrees - A numerical simulation investigation, Computational Materials Science 61 (2012) 106-115
Cissé: submitted to European Journal of Environmental and Civil Engineering (2013) [3] W.
Dridi, Analytical modeling of the coupling between microstructure and effective diffusivity of cement-based materials, in: E.
Lin, Experimental study and application of mechanical properties for the interface between cobblestone aggregate and mortar in concrete, Construction and Building Materials 46 (2013) 156-166 [5] K.
Online since: March 2014
Authors: Irina Hussainova, Der Liang Yung, Min Jie Dong
Materials are then compared to those doped only with ZrO2.
Materials and Methods Raw Materials.
We can see in Fig. 1 that VC and Cr3C2 together work to inhibit grain growth and, therefore, to increase the overall hardness of the materials.
Book series: Advances in Key Engineering Materials, 214 (2011) 344 – 348 [4] R.H.
Wu; “Effects of AGG on fracture toughness of tungsten carbide”, Materials Science and Engineering, 445-446 (2007) 587–592
Online since: October 2011
Authors: Jue Hang, Xin Chen, Jian Ping Xiong
Experimental Materials and Methods A High Voltage Electrostatic Field Source High-voltage electrostatic field source made in the Kunming Army Institute Science and Technology Development Department is apparatus of high-voltage electrostatic field.
Beijing: Science Press, 2008:75-78 [2] Cao Yong-jun, Xi Gang, Yang Chu-ping.
Application and Environmental Biology Journal, 2004,10 (6) :691-694
Southern Agriculture University Journal , 2005,26 (2) :73-76
Yunnan Agricultural University Journal, 2005.1 (2): 147-150
Online since: November 2011
Authors: Da Li Jiang, Xin Guang Zhao, Liang Tao Peng
Utilizing Rate of Packaging And Transportation Material Qualified Rate of Letting rubbish Consuming of Material And Energy Table 2 Comparison Table of Training Parameter Length of Step 0.05 0.05 0.05 0.05 0.05 Training Target 0.001 0.001 0.001 0.001 0.001 Hidden layer members 7 9 11 13 15 Iterative Times 20 17 10 10 23 Sample Error (10-4) 7.4375 4.2142 8.1774 9.7375 5.8502 Table 3 Error Comparing Table Simulation Result 0.6944 0.7139 0.5096 0.6151 0.6240 Desired Output 0.7152 0.7331 0.5134 0.6273 0.6345 Error 0.0208 0.0192 0.0038 0.0122 0.0105 Fig. 1 Error Curve of Supply Chain Performance Evaluation Summary At present, there are only a few researches on supply chain performance evaluation system.
Acknowledgment This research is supported by the National Science Foundation of China (Grant# 70871119/G0109), the National Social Science Foundation of China (Grant# 07XJY026) and the Science Innovation Foundation of Logistical Engineering University (2006).
References [1] Huo Jiazhen, Sui Minggang, Liu Zhongying: Construction of integrated supply chain performance measurement system, Journal of Tongji University No.4(2002)
[4] ZHOU Lijun: Application of SCOR model-based supply chain performance evaluation in the corporate competitiveness, Journal of Nanjing Institute of Industry Technology, vol. 9(3) (2009), p. 7-9
[12] Zhao Quanchao, Wang Bo, Liang Zhen: Application and amendment of BP neural network model to enterprise integrated performance evaluation, Industrial Engineering Journal, vol. 8(3) (2005), p.102-107.
Online since: August 2014
Authors: Zhi Ping Wang, Chang Sheng Zhu, Yang Lu, Ling Min An, Li Feng
Phase-field Simulation Studies Of Dendrite Growth Coupling With Force Flow Field FENG Li1,a, ZHU Changsheng1,a,LU Yang1,a,WANG Zhiping1,2,a,AN Lingmin1,a 1 Institute of Material Science and Engineering, Lanzhou University of Technology, Lanzhou , China 2Gansu Non-ferrous Metals and Composite Materials Engineering Technology Research Center, lanzhou , China afenglils@lut.cn Keywords: Phase field method Forced flow Dendrite growth Simulation Abstract.
Acknowledgements This investigation is supported by the National Natural Science Foundation of China (No.: 51161011,11364024), Gansu Province Natural Science Foundation (No.: 1108ZSB096) and Tamarisk Young Talent Funds of Lanzhou University of Technology.
Journal of Mechanical Engineering[J], 2010, 46(14):60-67.
Journal of Cryst.
Journal of Crystal Growth [J], 2000, 213 (1): 161-187
Online since: October 2014
Authors: Jun Cao, Li Sha Liu
This model ensures that companies always have sufficient raw material for remanufacturing.
(3) Research Foundation of Chongqing University of Science & Technology (CK2010B26).
Strategic Management Journal Vol.24 (2003) p. 293–316
Management Science Vol.56(2010), p. 536–552
Key Engineering Materials Vol.572 (2014) ,p. 695-698.
Online since: November 2016
Authors: Padmalatha Padmalatha, Deepa Prabhu
Attention has been now focused on the corrosion inhibiting properties of plant extracts [2-5] because plant extracts serve as incredibly rich sources of naturally synthesized chemical compounds that are environmentally acceptable, readily available, inexpensive and renewable materials.
Methods Material.
Kio, "Gossipium hirsutum L. extracts as green corrosion inhibitor for aluminum in NaOH solution," Corrosion Science, vol. 51, pp. 1879-1881, 2009
Quraishi, "Stem Extract of Brahmi (Bacopa monnieri) as Green Corrosion Inhibitor for Aluminum in NaOH Solution," International Journal of Electrochemical Science, vol. 7, pp. 3409-3419, 2012
Rakesh, Extraction Technologies for Medicinal and Aromatic Plants: Earth, Environmental and Marine Sciences and Technologies, 2008
Online since: August 2013
Authors: Xiu Guang Song, Yang Yang, Zhi Dong Zhou, Qing Dong Wu
The iron slags are used as materials to fill the subgrade in this project, which can not only reduce the construction cost, but also improve the construction efficiency and shorten the construction period.
Acknowledgements The research was financially supported by Shandong Science & Technology Development Project (2011GGH21607) and Shandong University Independent Innovation Found (2012TS060).
Journal of Shandong University, 2012,42 (1)
Journal of geotechnical engineering, 21(1),1998:76-80
Journal of Sichuan University, 2002,7(4):56-59