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Surface drag abrasion is that which is caused by the moving, rubbing, pushing, or dragging of abrasive materials along and/or between surfaces, creating erosion to these surfaces [5].
Materials used in testing are sawdust and bagasse.
The developed rotary airlock valve was used efficiently with two types of particulate materials (sawdust and bagasse).
According to the test results for evaluating material handling capacity, using two types of materials namely sawdust and bagasse, at the rotary speed of 26, 38.5 and 46 rpm, the best material handling capacity, for both bagasse and sawdust, is at the speed of 46 rpm.
Bridgwater, 2006, “Review biomass for energy”, Journal of the Science of Food and Agriculture, vol. 86, pp. 1755–1768

These temperature differences occur in all elastic materials when stressed under adiabatic conditions, see e.g. [13].
Maldague, Structural integrity assessment of materials by thermography, Proceedings, Conference on Damage in Composite Materials CDCM, 2006
Bang, Structural health monitoring for a wind turbine system: a review of damage detection methods, Journal of Measurement Science and Technology, 19, 2008 [15] A.G.
Kosgaard, Design, Fatigue Test and NDE of a Sectional Wind Turbine Rotor Blade, Journal of Thermoplastic Composite Materials, 15, 2002
Zonta, Structural health monitoring of wind towers: remote damage detection using strain sensors, Journal of Smart Materials and Structures, 20, 2011

Margaris: Optimal automatic tuning of active damping PID regulators, Journal of Process Control, In Press, Corrected Proof, Available online 16 February 2013
Pedret: PID control in terms of robustness/performance and servo/regulator trade-offs: A unifying approach to balanced autotuning, Journal of Process Control, Volume 23, Issue 4, April 2013, Pages 527-542
Lemma, Direct Synthesis Controller Identification, Advanced Materials Research, Vol. (622- 623) (2013), pp. 498-1502
Chemical Engineering Science, Vol. 53, No.10 (1986), 1847-1859.

Overview:Corrugated steel web plate girder bridge is a new type of bridge structure, which can enhance the aesthetic feeling and improve the use efficiency of the materials[1],but after thinning the web, bridge girder web should meet the requirements of shear strength and stability.
Journal of Central China Normal University, 2010, 44(4): 590-594
[3]Song Jianyong, Ren Hongwei, Nie Jianguo: Corrugated Steel Web Plate Shear Buckling Factors Analysis [J].Highway traffic science and technology,2005,22(11):89-92
Journal of Structural Engineering, 1996, 122(4): 390-398

Experiments show that the method can realize three-dimensional fabric simulation with high fidelity. 1 Introduction In recent decades, the development of new materials, new manufacturing technology and design patterns are increasingly diverse in the domestic textile industry, so the design requirements for fabric become more precise [1].
BULLETIN OF SCIENCE AND TECHNOLOGY , 2012, 12 (28) : 89-90 [2] QuChang, Wang Junze.
Journal of cotton textile technology, 2009, 5 (2) : 92-95 [3] Tzovaras D, Ploskas N, Strintzis G.R igid 3-d motion estimation using neural networks and initially estimated 2-d motion data [J].
Journal of computer-aided design and graphics, 2010, 22 (5) : 823-826

With the model in Pre/E is done, the model can be imported into ADAMS and be setted with their material characteristics[2].
The inertia is insured based on the exact material parameters and the correct dimensions, so the result can be automatically canculated in ADAMS.
Jiangsu Universtiy of Science and Technology, (2009).
Journal of Vibration and Shock.
Journal of Vibration and Shock.

Fuzzy Adaptive Nonsingular Terminal Sliding Mode Control for a Three-links Spatial Robot Shengbin Hua, Wenhua Lub, Xingyuan Zhangc, Hairong Xud, Damin Caoe School of Air Transportation, Shanghai University of Engineering Science, Shanghai, China ahushbin@sohu.com, blu_wh123@126.com, czhyy_yuan@163.com, djnxuhairong@163.com, edamin83730@126.com Keywords: sliding mode control; terminal sliding mode; fuzzy control; Lyapunov method Abstract.
International Journal of Automation and Computing, 2011, 8(2): 215-220 [2] H.
International Journal of Automation and Computing, 2009, vol. 6, no. 1, pp. 72-80 [4] Shengbin Hu, Minxun Lu.
Applied Mechanics and Materials, 2012, v105-107, p2213-2216 [5] L.

Acknowledgements This paper is the partial result of a research project sponsored by the soft science research project of the Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MOHURD).The project NO. 2011-K3-32.
[2] Mo Shixiong Wang Jieguang Li Ruixiong：Soil parameters on deformation of deep foundation pit in sensitivity and discipline [J], Journal of Guilin University of Technology, Vol. 28 No. 4 Nov 2008
[3] Wu zichao Yang Xueqiang: ANSYS is used to simulate the upper structure Effect of soil and foundation modulus effect [J]，Guangdong building materials 2009, 7
[4] Hong Jiabao Liu Jia Zheng Keya, Wang Yunzhi ：Analysis on Influencing Factors to Mechanical Deformation of Row of Piles under Horizontal Load [J]，Journal of Water Resources and Architectural Engineering Vol.9 No. 2 Apr. 2011

An instrument for detecting non visible corrosion of prestressing strands using guided waves Jiang XU1, a, Xinjun WU1,b 1 State Engineering Research Center of Manufacturing Equipment Digitization Huazhong University of Science and Technology, Wuhan, 430074, P.R.
Rose: Materials Evaluation Vol. 61 (2003), pp.54 [3] J.
Rose: Journal of Pressure Vessel Technology Vol. 124 (2002), pp.273 [4] M.J.
Rubin: International Journal of Applied Electromagnetics and Mechanics Vol. 10 (1999), pp.143

In recent three decades, developed of new types of bridge decks and ones using new materials has been encouraged for getting high durable decks and making innovation of the bridge engineering researches with the wheel running machines.
All this must build on the science experimental research basic.
[2] Koji Higashiyma, Shigeyuki Matsui: “Fatigue Durability of Longitudinally Prestressed Concrete Slabs Under Running Wheel,” Journal of Construction Engineering and Management, No.605/I-45,pp.79-90, 1998.10
[3] Sumio Hamada , Qiunning Yang and Mingjie Mao，“Evaluation of Punching Shear Strength of Reinforced Concrete Slabs Based on Database”，Journal of Advanced Concrete Technology Vol.6,No.1,205-214, February 2008, Japan Comcrete Institute