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Xu at East China University of Science and Technology computed the cooling degree coefficient and heat balance in 1999 [8].
Another example is for the type when the surrounding material has a much higher thermal conductivity than the studied material.
In this case, the surrounding material imposes the boundary temperature.
Tanguya: Polymer Engineering and Science, Vol. 34 (1994), No. 8, pp.650-656
Tanguy: Journal of Polymer Engineering, Vol. 14 (1995), No. 4, pp.295-322

Synthesis and Characterization of Highly Branched Poly(urethane-imide)s Chen Wen-Qiu1,a , Yi Chang-Feng1,2,b , Xu Zu-Shun*1,2,c 1 College of Materials Science and Engineering, Hubei University, Wuhan, 430062, P.
China 2 Ministry-of-Education Key Laboratory for the Green Preparation and Application of Functional Materials, Hubei University, Wuhan 430062, P.
Polyimides: Chemistry, Relationship between Structure and Properties Materials (Scien- ce Press, Beijing 2006)
Wang: Chemical Journal of Chinese University Vol. 21(2000), p. 1771 [6] Y.
Polyurethane Elastomers (Applied Science Publishers, New York 1982)

State Key Laboratory Cultivation Base for Nonmetal Composites and Functional Materials, Southwest University of Science and Technology, Mianyang 621010, China; 2.
The objective of this paper is to investigate expansive performance of pastes using CFBC ashes during hydration and hardening process, as well as its application in cementitious materials[1].
Table 1 Chemical analysis of CFBC ash (wt. %) Raw materials SiO2 Al2O3 Fe2O3 CaO MgO SO3 K2O Na2O f-CaO CFBC 35.62 12.93 6.85 21.80 2.65 12.68 1.09 1.30 5.66 FA 50.21 23.20 6.28 2.03 3.21 0.61 1.11 4.10 0.45 1.2 Preparation of samples To prepare each sample, the original (A1), ground (A2) and ultra-fine (A3) CFBC ashes were mixed with 10% of water and molded into specimen respectively.
Acknowledgements This work was financially supported by the Shanghai Natural Science Foundation (2011BAE14B05 ), State Key open fund of Laboratory Cultivation Base for Nonmetal Composites and Functional Materials (10zxfk13) and (10zxfk15).
Special Properties of Fly Ash and Slag of Fluidized Bed Coal Combustion [J], Journal Of The Chinese Ceramic Society, Vol.36 (2008):p.1396

Gear material is steel and the module is 2.1e+011N/m^2, what is more, the ratio of Poisson is 0.28NA.
First enter COSMOS/Works module, second select materials, and third applied materials to all, then from the library file to the selected materials, finally OK.
Absolutely it does not exceed the material's yield stress 2.914 x 103.
At the same time, it can be checked in the both tables of the selected material that the allowable stress is 478MP, so it is a reasonable design.
[3] Lianggui Pu, Minggang Ji, Mechanical Design (the eighth edition), Northwestern Polytechnic University, Higher Education Press, 2005.12 [4] Jing Sun, Xiaoqun Wang, ANSYS simulation analysis of spur gear, Beijing University of Science and Technology, the journal of Hebe Architectural Engineering Institute, volume 27th, March 2009.

Study on the Response of Stud Shear Connectors Subjected to Different Loading Rate Zaigen MU, Xiangjie LI and Jubing ZHANG Department of Civil Engineering, University of Science and Technology Beijing, Beijing, China e-mail: zgmu@ces.ustb.edu.cn Keywords: Loading Rate; low-cycle fatigue; load-slip curve; fitting parameters Abstract.
On the other hand, the stud is in a adiabatic condition, so the thermal softening of metallic material occurs, it can cut down the yield strength of the stud.
Acknowledgment The authors gratefully acknowledge support from the National Natural Science Foundation of China through grant 50878022.
This work is also supported by the grant 8082017 from the Beijing Municipal Natural Science Foundation.
Effects of shear connectors on plate-reinforced composite coupling beams of short and medium-length spans.Journal of Constructional Steel Research.2006, 62: 178-188

Effect of Xylanase Treatment on Papermaking Properties of Poplar High Yield Pulp Wei WANG1, Guihua YANG2*, Jiachuan CHEN3 1,2,3 Key Laboratory of pulp and Paper Science and Technology of Ministry of Education,Shandong Polytechnic University, Jinan,shandong 250353, P.
In this experiment, the xylanase are used to treat the Poplar High Yield Pulp to investigate result with different enzyme dosage, the treatment temperature, pulp consistency, the processing time and PH. 1 EXPERIMENT 1.1 Raw material 1.1.1 Pulp The poplar piece which taken from Shandong Sun Paper Co.
(The authors are grateful for the financial support from the National Science Foundation of China (Grant No.31070525, 31270627), the Prior Special Study of 973 Program(Grant No.2011CB211705), Natural Science Foundation of Shandong Province (Grant No.ZR2010CM065, ZR2011CM011) and Taishan Scholar Program of Shandong Province (Grant No.2605).)
“Timber characteristics and pulp properties of the triploid of Populus tomentosa,” Journal of Beijing Forestry University 5, 22-25

Study on mechanism of geological storage of carbon dioxide in coal seam and enhanced coal bed methane recovery Fengshan Han1, 2,a, Xinli Wu 3, b 1Research Center for Numerical Tests on Material Failure, Dalian University, Dalian, 116622,China 2 State Key Laboratory of Coal Resources and Safe Ming, China University of Ming and Technology, Xuzhou, 221116, China 3 Colleague of Engineering, Pennsylvania State University, Pennsylvania, USA ahanfs@sohu.com, bxinli@psu.edu Keywords: Mechanism, carbon dioxide, geological storage, coal seam, -ECBM, sustainable development Abstract: The emission in atmosphere results in global climates warm, reduction of emission is growing concern of many countries.
Mechanism of Geological Storage of Carbon Dioxide in Coal Seam and its enhanced coal bed methane recovery Acknowledgements This research is funded by the “Project of science and technical program of the Educational Department of Liaoning Province (L2012436) ” and “Open Projects of State Key Laboratory of Coal Resources and Safe Mining of China University of Ming and Technology (11KF07) ” References [1] Metz, B., Davidson, O., De Coninck, H., Loos, M. & Meyer, L.
Intergovernmental Panel on Climate Change;Geneva (Switzerland); Working Group Iii, Cambridge University Press, (2005) [2] Lei Neng-zhong, Journal of Hefei University of Technology(social science), Vol.25（2011），p：46 (in Chines) [3] Li Xiao-chun, Fang Zhi-ming, Wei Ning, et al，Rock and Soil Mechanics, Vol.30（2009），p :2674 (in Chines) [4] Fang Zhi-ming, Li Xiao-chun, LI Hong et al，Rock and Soil Mechanics, Vol.31(10)（2010），p :3223 (in Chines) [5] Wong S, Law D, Deng X, et al，Int J Greenhouse Gas Control ，Vol.1（2007）p :215 [6] Stephens BB, Gurney KR, Tans PP, et al , Science, Vol. 316(2007); p:1732

This sputter erosion enables local removal of material by means of focused ion beams in a direct writing mode.
Acknowledgement The work is supported by the National Basic Research Program of China through Grant No. 2004CB619304, the National Natural Science Foundation of China (under grants 10625209, 10732080, 10472050), the Project supported by Beijing Natural Sciences Foundation(under grant 3072007) and the Program for New Century Excellent Talents (NCET) in University, Chinese Ministry of Education(NCET-05-0059).
Journal of Microelectromechanical System, Vol. 11(2002), p.829
Measurement science and technology, Vol. 15(2004), p.1716.

(2) Pay attention to training, Defender of the talented person echelon reasonable material, scientific training, early detection, and focus on training
References [1]Walls, J., Bertrand, L., Assessment of upwind dinghy sailing performance using a virtual reality dinghy sailing simulator [J], Journal of Science and Medicine in Sport. 1998, 01(2) :61-72
[3]Wang hangren, The Vision (CAS) Implementation and Aapplication [M], Technology Theory, Beijing: Tsinghua University press, Guangxi Science and Technology Press, 1996, 47-63
Beijing: Science Press, 1999, 178-190

The soil is simplified to 3 layers, and used Mohr-Coulomb material model, the specific parameters of each layer soil is shown in Table 2.
Simulation Results and Analysis In the ADINA simulation, at first, selecting the same materials, the same number of anchor ropes, the same time of playing anchor ropes, the same excavation steps, the different length of anchor ropes to simulate, it will get the displacement of the pile tip and the pile packing, and in order to find the law, it will be merged into a displacement curve, the result is shown in Figure 2.
In the case of the same materials, the same number of anchor ropes, the same length of anchor ropes, and the same excavation steps, the different time of playing anchor ropes, it is simulated, and the result is shown in Figure 4.
[6] SagasetaC, Sanchez JM, Canizal J: International Journal of Rock Mech Antics Mining Sciences Vol.38 (2001), p. 421-435
[9] Kang Xie, Jian Zhou: Theory and applications of finite element analysis in geotechnical engineering (Science Press,2002 ), in china