Search results

Realistic material stress-strain models can be used to characterize fiber.
Material Constitutive Model Reinforcing Steel.
The 3D wall element is idealized by the fiber model that based on the material stress-strain relationships.
Acknowledgements The authors gratefully acknowledge the financial support from the National Natural Sciences Foundation of China (No. 50978215 and No. 50778149).
-ASCE, Journal of Structural Engineering, Vol. 131-1 (2005) p. 75 [7] L.

WEEE Management in Chongqing, China: Status and Strategies Jiaxiang Li1,a, Chuan Huang1, Yin Zhu1 and Shan Huang1 1Department of Resource and Environmental Science, Chongqing University, Chongqing, 400030, China ajxlee_0109@yahoo.com Keywords: Waste electrical and electronic equipment (WEEE), Waste management, Extended producer responsibility (EPR), Chongqing Abstract.
The implementation of EPR should achieve several goals, reported by Langrova as follows[10]: (i) waste prevention and reduction; (ii) product reuse; (iii) increased use of recycled materials in production; (iv) reduced natural resource consumption; (v) internalization of environmental costs into product prices; (v) energy recovery when incineration is considered appropriate.
Journal of hazardous material, 136 (2006) 502-512

Introduction Because of the soft hand feeling, cozy wearing, easy dyeing and environmental benign, cotton is the most useful clothing material currently.
This project uses the hexamethylene diisocyanate and polyethyleneglycol as raw materials to synthesize the waterborne polyurethane [1] which was then applied as binders during the nano-TiO2 finishing process.
KJ2011B021) References [1] Guise GB, Poly (carbamoyl sulfonates) Bisulfite Adducts of Polyisocyanate, Journal of Applided Science. 21 (1977) 342-344

In2003, Qu Juan and Li Huai discussed ladder-type tooth chain connector from the angle of materials and process measures.
when the cambered surface tooth structure of the chain connector processes, not only considered certain cambered surface tooth profile is guaranteed, but also the batch processing, therefore in the chain connector jig design, the jig clamps the rough material of chain connector both to have the deflection angle-causing the chain connector tooth department to become the cambered surface, and to design locating jig like flower petal shape distribution-may process six half-ring components at the same time disputably, thus improve the processing efficiency greatly.
Coal Science and Technology.
Journal of Liaoning Technical University. (2004) [5] Brithsh Coal Corporation.

Material Q345 steel is used for tank wall and tank bottom, and Q235 steel is selected for the floating roof.
Advanced Materials Research.
Proceedings of the Institution of Mechanical Engineers, Part C, Journal of Mechanical Engineering Science, (2012)

Developing an Expert System of Failure Analysis Yeong-Ho Ho1,a, Huei-Sen Wang2,b, Hei-Chia Wang3,c 1Department of Leisure and Information Management, Taiwan Shoufu University 2Department of Materials Science and Engineering, I-Shou University 3Institute of Information Management, National Cheng Kung University ahyh@tsu.edu.tw, bhuei@mail.isu.edu.tw, chcwang@mail.ncku.edu.tw Keywords: Equipment Failure Analysis Expert System, RBR, CBR, Knowledge acquisition, inference.
For the CBR system, the knowledge is mainly acquired with document processing approach from various resources such as technical reports, handbook (e.g. corrosion atlas), journal or failure cases from the other companies.
References [1] Steel Handbook，Material Research Society Taiwan (Taiwan，Hsinchu, 1998) p. 603

(a)T1-L1 (b)T1-L2 (c)T1-L3 Fig.1 Section form of T shaped concrete filled steel tubular short columns (mm) Test Experimental Material The core part of covering lay, longitudinal bars and stirrup removed waste concrete of short column constructional members which were demolited by original Yanbian Jili Food Co., Ltd in Lihua Street, Yanji City was used to prepare into required block with grain size approximately 40mm for use.
The steel used in concrete filled steel tube short column was cold rolled steel plate Q235 with thickness of 2.5mm.the spiral reinforcement material was plain bar HPB235 of φ 6.5mm.
(a) Load-displacement curves of T1 series columns(b) Load-displacement curves of T2 series columns Fig.2 Load-displacement relationship curves of specimen Non-linear Finite Element Analysis 3D finite element models of not ribbed and ribbed thin wall T-shaped steel tube concrete short column were created with the ANSYS program and in consideration of the nonlinear material constitutive relation, the nonlinear finite element simulation of axial compression bearing capacity has been conducted.
References [1] HAN Lin-hai, Concrete Filled Steel Tube Structure- Theory and Practice [M].Beijing: Science Press, 2004.In Chinese [2] Li Bai-shou, Zhang Ping, Jin Ai-hua, Li Yue-hong, Wu Hai-hua.
China Civil Engineering Journal, 2012,45(10),p:125~134 [3] AIJ-1997 Recommendations for design and construction of concrete filled steel tubular structures[S].

Materials and methods 1.1 Material The pilot test is carried out in some paper mills in Shandong.
Acknowledgements The authors are grateful for the financial support from the national science Foundation of china (Grant NO.30972326, NO.31070625).
Influence of external circulation on sludge characteristics during start-up of internal circulation reactor［J］.Journal of Central South University of Technology, 2005,12(4)：425－429

Geo-stress Measurement and Its Application in the Yangchangwan Coal Mine Xiaoyu Zhang1, Fengming Liu2, Gang Chen1 (1.Heilongjiang Institute of Science & Technology, Recourses and Environmental Engineering Institute, Heilongjiang, Harbin, 150027; 2.China university of mining and technology (Beijing), Faculty of Resources & Safety Engineering, Beijing, 100083) Keywords: Geo-stress measurement; Geo-stress; hollow inclusion stress method Abstract:The initial stress of rock is a basic parameter, which can be used for surrounding rock stability analysis, exploitation and support design.
It assumes that the rock in a small range of measuring point is a homogeneous, continuous and isotropic linear elastic material.
(3) It explains the question why it is difficult to support -1000 level open cut-eye, whereas crossheading is easy to support, it also provides a basis for roadway support and the selection of support materials
L. (1992 ，97 (B8)： 11703-11728) First and second-order patterns of stress in the lithosphere ：The World Stress Map Project [ J ].Journal of Geophysical Research

Table 3 According to the load statistical parameters[5] JTG D62-2004 and JTJ 023-85 specification Probability Normal The mean The variance Coefficient of variation D62-2004 023-85 D62-2004 023-85 D62-2004 023-85 Dead weight Normal 1.0213 1.0148 0.0328 0.0437 0.0321 0.0431 Prestressed The 1 1 0.04 0.04 0.04 0.04 Live load The 0.6861 0.6684 0.0107 0.2493 0.1569 0.3730 Impact load Probability 0.6861 0.6684 0.0107 0.2493 0.1569 0.3730 Resistance model Resistance of said structure under load capacity size, the material, the influence of the geometry and the analysis of model uncertainty.
Resistance according to the strength of materials, geometry size and model analysis to determine, so the general situation for the logarithmic normal distribution[6].
ASCE Journal of Structural Engineering 1995;121(8):1245-51
Beijing: Science Press.2009.