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Table 3 Simulation parameters and result DENN Parameters of Neural Networks Parameters of DE algorithm parameters Input node Hidden node Output node Cross rate Mutation rate Initial population 12 27 5 0.6 0.7 200 number The output of WNN Actual result Fault feature 1 0.00028 0 normal 2 0.99107 1 gear crack 3 1.99210 2 gear face wear 4 3.00415 3 tooth face attrition 5 4.00785 4 tooth face crack Acknowledgment It is a project supported by Natural Science Foundation of He Nan Province (122102210416) and Foundation of office of education, He Nan Province (12A470007), the project was also supported by science and technology bureau of Xu Chang City (with Grant No:2125) References [1] CAO Su-qun, HOU Zhi-wei, LIU Lei.
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An improved differential evolution for optimization of chemical process, CHINESE JOURNAL OF CHEMICAL ENGINEERING, 2008,(16)2, pp.228-234 [8] YE XU, LING WANG.
Differential evolution algorithm for hybrid flow-shop scheduling problems, JOURNAL OF SYSTEMS ENGINEERING AND ELECTRONICS.22(5).pp.794-798 [9] Wang Wu, Wang Hong-ling, Bai Zheng-min.
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Materials and methods The tested soils were collected from rubber plantation of experiment field of Chinese academy of tropical agricultural sciences in Danzhou city of Hainan province.
Guo: Chinese Journal of Biological Control, Vol.22 (2006), p.199-200, In Chinese
Liao: Journal of South China Agricultural University, Vol.28 (2007), p.45-49, In Chinese
Liang: Journal Inner Mongolia Agricultural University, Vol.28 (2007), p.145-149, In Chinese
Jiang: Shandong Agricultural Sciences, Vol.5 (2007), p.75-77, In Chinese.

Introduction Concrete is a quasi-brittle material, it exist size effect on material strength.
This shows that compressive deformation of concrete material exist significant size effect, deformability of concrete material in large-size specimen is weaker relatively.
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Furthermore, various factors such as time, work procedure, solvent and metal loadings, reducing agents, support materials, protecting agents and surfactant influence the final structure of the catalyst.
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Stucky, Mesocellular siliceous foams with uniformly sized cells and windows, Journal of the American Chemical Society 121 (1999) 254-255
Li, Bimetallic Au–Pd Alloy Catalysts for N2O Decomposition: Effects of Surface Structures on Catalytic Activity, The Journal of Physical Chemistry C 116 (2012) 6222-6232

The gas pressure in bulging phase should be large enough to yield the tubular blank material.
Motosada : Shinku/Journal of the Vacuum Society of Japan, Vol.45 (2002), p.533-536
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This porous framework can maximize the surface area of material, like porous sponge.
This research was supported by the National Science Council of Taiwan under grant NSC 101-2221-E-167-016-.
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In engineering structures, there are many uncertain factors such as material properties, geometry and external loading (wind, earthquake et al.).
The program can deal with uncertainties of material properties, geometry and external loading simultaneously.
If there is a small random perturbation in material properties or in geometry in Eq.(1), the global stiffness matrix [K] becomes uncertain.
The Young's modulus E and Poisson ratio γare described as constants because their values vary too little to be mentioned for actual metal materials.
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Carvalho3,e and Xavier Turrillas4,f* 1Faculdade de Tecnologia de São Paulo, Fatec-SP Departamento de Edifícios, São Paulo, Brazil 2Instituto de Pesquisas Energéticas e Nucleares, IPEN-CNEN/SP, São Paulo, Brazil 3Laboratório Nacional de Luz Síncrotron - LNLS, Campinas, SP, Brazil 4Institut de Ciència de Materials de Barcelona - ICMAB-CSIC, Crystallography Department, Barcelona, Spain arossetto@fatecsp.br, bichikawa@usp.br, clgallego@ipen.br, dgeraldo.carezzato@ipen.br, ealexandre.carvalho@lnls.br, fxturrillas@icmab.cat Keywords: Quantitative Rietveld analysis, cement hydration, calcium sulfoaluminate cement, Portland cement, cement admixtures.
Subsequently the research and exploitation of this kind of materials was abandoned in the Western World but China, especially since 1970, continued with the research and development of these cements.
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Nunes: Journal of Synchrotron Radiation Vol. 23 (2016), p. 1501

Experimental Materials and Instruments Materials.
The materials include pure ramie fabric whose specification is 14×14/54×54 and the yarn twist is 138 twists/10cm, NaOH(liquid), alkali resistant penetrating agent, solid degreaser, HAC, cellulose enzyme, amino silicone oil.
[3]Q.M.Ling,L.Tan Journal of Textile ResearchVo1．31，No．7 Ju1．(2010 ), p.92
[4] L.Han, W.D.Yu, Y.M.Zhang: Journal of Donghua University Vo1．28．No．2 Apr. (2002), p.134
[5] D.M.Cheng: Ramie textile science and technology．Vo1．21(1992),.p.9—22