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Material Design Material Selection.
This paper selects nylon6 as base material and E-glass fiber as reinforced material of composite for gear.
Table 1 Formula Design of Material (weight percentage %) Name of component 1# 2# 3# 4# 5# Percent of base material 70 70 70 70 70 Percent of reinforced material 21 21 21 21 21 Percent of filler 9 9 9 9 9 Percent of microcapsule 0 1.5 2.5 3.5 4.5 Technology Design and Material Preparation.
Application of Engineering Platic.2005, 33(1): p. 68～70 [5] Li Chao: Self-sealing Technology of Composites Fiber Composites. 2005(4): p. 18～21 [6] S R White, M R Kessler, N R Sottos: Self-healing structural composite materials.
Journal of Material Science, 2004, 39(5): p. 1703 [8] Brown E N, Sottos N R, White S R: Fracture and fatigue behavior of a self–healing polymer composite.

For several decades, highway bridge construction has stepped into a peak stage with the rapid development of science and technology.
Journal of Tongji University, 2001, 29(1): 65-69 (in Chinese)
China Railway Science, 1999, 20(3):89-94(in Chinese)
[12] He Zhu-Liang, He Zhu-Yin, Research Methods of Bridge Security and Durability Evaluation [J], Science and Technology of Overseas Building Materials, 2003, 24(5):53-55 (in Chinese)
Journal of Southeast University (Natural Science Edition), 2004,34(5):699-704(in Chinese)

Differing settings, leveller configuration and materials were investigated.
References [1] Willem Van der Wiel, J., Future of automotive design and materials, 2013 (2012)
Bauschinger effect correspondence of experimental tests, International Journal of Material Forming. 1 (2008) 241-244
Testing and modelling the behaviour of steel sheets for roll levelling applications, International Journal of Material Forming. 2 (2009) 519-522
Analysis of leveling strategy for a plate mill, Advanced Materials Research. 145 (2011) 424-428

This sector relies heavily on materials like concrete and steel.
Construction and Building Materials, 172, 272–292
Construction and Building Materials, 66, 303–309
Environmental Science & Policy, 13(6), 394–410
Journal of Cleaner Production, 20(1), 4–17

Kinematic Seismic Response of Single Piles and Pile Groups [J] Journal of Geotechnical Engineering, ASCE, 1997, 117(2): 1860–1879
Journal of Graduate University of Chinese Academy of Sciences, 2012, 29(3): 307–311.
Hydro-Science and Engineering, 2012, (4): 8–14.
Deformation of rock materials under cyclic loading[J].
Hydro-Science and Engineering, 1996(2): 143–150.

In the current, quantum computation is one of the most active research frontiers in the field of physics, the formation of a door to quantum physics based, and mathematics, computer science, emerging interdisciplinary science disciplines such as materials science and engineering of combining [4].
[2] Li Huihui, Guo Lei, Liu Hang, "Research on image fusion based on the two generation Curvelet transform", Journal of applied optics, vol. 8, no. 2, pp. 143-156, 2007
[4] Li Shutao, Wang Yaonan, Zhang Changfan, "Objective evaluation and analysis of multisensorimage fusion", Chinese Journal of Scientific Instrument, vol. 23, no. 6, pp. 651-654, 2002

., (2009), High fidelity computational simulation of a membrane wing airfoil, Journal of Fluids and Structures, 25:897–917
Implicit LES Simulations of a Low Reynolds Number Flexible Membrane Wing Airfoil. 47th AIAA Aerospace Sciences Meeting Including The New Horizons Forum and Aerospace Exposition.
G., Albertani, G., (2010), An experimental investigation on the aerodynamic performances of flexible membrane wings in flapping flight, Aerospace Science and Technology,14 (8):575-586
Ahmad, “Development of Flexible Wings and Flapping Mechanism with Integrated Electronic Control System, for MAV Research”, Experimental Techniques Volume 37, Issue 4, July 2013, Pages 25-37 [7] Shyy,W and Kamakoti, R., (2004), Fluid-structure interaction for aeroelastic applications, Progress in aerospace sciences, 40(8):535-558
Ahmad, Numerical study on effect of reduced frequency on a vortex induced by an oscillating sub boundary layer vortex generator, International Journal of Mechanical and Materials Engineering, Volume 6, Issue 3, December 2011, Pages 317-325 [10] Abbott, I.H.

China 2College of Science, National University of Defense Technology, Changsha 410073, P.
Experimental Section Materials.
Manage., International Journal of Nanomanufacturing, Vol.19(2009), p257
Lu: Water Science & Technology .
Liang and L.Zhou: Journal of Alloys and Compounds, Vol. 546(2013), p112

Table 1 Characteristics of wastewater Parameter Representative samples of untreated wastewater Remark CODCr（mg/L） 2200 maximum：6350 BOD5（mg/L） 976 maximum：2780 SS （mg/L） 310 maximum： 713 NH3-N (mg/L） 21 TP （mg/L） 15 pH 6 Chromaticity color（time） 200 3.Experiment process and its principle Experiment process The two-phase anaerobic treatment technique is based on UASB anaerobic process, as is shown in Fig.1, the key is to change UASB anaerobic reactor into two-phase anaerobic one. 1 4 3 3 2 5 3 6 7 7 9 8 8 10 Ca(OH)2 1, distribution tank; 2, circulation pump; 3, creep pump; 4, acidifier; 5, intermediate stabilization lagoon; 6, methane-producing reactor; 7, water seal; 8, wet gas flow counter; 9, outflow Fig.1 The flow chart of treating organic wastewate Principles for experiment process Generally speaking, anaerobic digestion is a complex biological reaction, and anaerobic digestion of complex organic materials is usually experiencing three phases of zymolysis
In recent years, a new development in environment science is the use of CC-MS, which is applied to analyses of organic pollutants in wastewater.
RESEARCH JOURNAL OF CHEMISTRY AND ENVIRONMENT . 2009Vol13(4) 2.Guan yuntao etc.
Environment science, 1998, 19(6):56～59 3.Hand-book of Environment Engineering [M] Beijing: Publishing house of higher education, 1993 4.
Biochemical Engineering Journal, Vol: 21, Issue: 2, October, 2004, p 193-197. 8.

The test is carried out in the Structural Laboratory of Inner Mongolia University of Science and Technology.
The assumptions in Literature are referred to for the models of steel pipe and concrete material, and the related stress-strain curves are shown in Figure 4 and 5.
Civil Engineering Journal, 2000, 33 (5): 1 ~ 12
Building Science, 1991, 7 (1): 23 ~ 27
Journal of Structural Engineering, ASCE 1996,122 (7): 776 ~ 782