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Online since: September 2011
Authors: Chun Hong Xu, Chun Yan Li, Ming Hua Xiong, Jun Bo Pan, Xue Song Li, Xiao Song Cheng
Materials and Methods
A.
LBH-Q09158); The National Key Technology R&D Program of China (No. 2007BAD87B03); Innovative Team Foundation of Northeast Agricultural University (CXT003-1-3) in China.
Tong, R, S, Tian, “Study on combination and ultraviolet mutation of PVA-degrading strains,” Chinese Journal of Environmental Engineering, Vol. 4, No.7, pp.1669-1674, July 2010
Yee Tam, “Using orthogonal design to determine optimal conditions for biodegradation of phenanthrene in mangrove sediment slurry,” Journal of Hazardous Materials, Vol.176,pp. 666–671, 2010 [12] J.X.Wang, X.H Zhang, W.H.Mu, H.Zhang,“Bioremediation of chlorimuron-ethyl contaminated soil by strain 2N3,”Chinese Journal of Pesticide Science, Vol.12, no.1, pp.49-53, 2010
Lin, “Biodegradation of phenolic wastewater in a fixed biofilm reactor,” Biochemical Engineering Journal Vol.27, no. 2, pp. 95–103, December 2005
LBH-Q09158); The National Key Technology R&D Program of China (No. 2007BAD87B03); Innovative Team Foundation of Northeast Agricultural University (CXT003-1-3) in China.
Tong, R, S, Tian, “Study on combination and ultraviolet mutation of PVA-degrading strains,” Chinese Journal of Environmental Engineering, Vol. 4, No.7, pp.1669-1674, July 2010
Yee Tam, “Using orthogonal design to determine optimal conditions for biodegradation of phenanthrene in mangrove sediment slurry,” Journal of Hazardous Materials, Vol.176,pp. 666–671, 2010 [12] J.X.Wang, X.H Zhang, W.H.Mu, H.Zhang,“Bioremediation of chlorimuron-ethyl contaminated soil by strain 2N3,”Chinese Journal of Pesticide Science, Vol.12, no.1, pp.49-53, 2010
Lin, “Biodegradation of phenolic wastewater in a fixed biofilm reactor,” Biochemical Engineering Journal Vol.27, no. 2, pp. 95–103, December 2005
Online since: August 2017
Authors: Hong Tao Zhu, A. Kiet Tieu, Jin Tao Li, Pei Tang Wei, Guan Yu Deng, Liang Zhang, Qiang Zhu, Li Hong Su, Mark Reid, Hui Wang, Thi Dinh Ta, Jie Zhang, Qiong Wu
Wu6
1School of Mechanical, Materials, Mechatronic and Biomedical Engineering, University of Wollongong, New South Wales 2522, Australia
2Australian Centre for Neutron Scattering, Australian Nuclear Science and Technology Organisation, New South Wales 2232, Australia
3Department of Materials Science and Engineering, Kyoto University, Kyoto 606-8501, Japan
4Electron Microscope Unit, University of New South Wales, New South Wales 2052, Australia
5State Key Laboratory of Mechanical Transmission, Chongqing University, Chongqing 400044, China
6Baosteel Research Institute, Baoshan Iron & Steel Co., Ltd, Shanghai 201900, China
agd577@uowmail.edu.au, bhongtao@uow.edu.au, cktieu@uow.edu.au
Keywords: Hot rolling, high speed steel, work roll, thermal stress
Abstract Hot strip rolling process is one of the most promising industrial processes to fabricate finished or semi-finished bulk products.
Online since: November 2015
Authors: Yi Ming Wang, Ai Xiang Wu, Ming Qing Huang, Sheng Hua Yin
Enhanced column bioleaching of copper sulfides by forced aeration
Mingqing Huanga, Yiming Wangb*, Shenghua Yinc, Aixiang Wud
School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, P.
From then on, forced aerations have been applied in series of bioleaching practices worldwide and regarded as a key technology to enhance the bacterial leaching of sulfides[7-9].
Materials and methods Mineralogy.
When the aeration rates are higher than 60 L/h, Cu leaching rates increase dramatically on day 4~20.These phenomenon attributes to mineralogy of the raw materials.
Sandström, Acidic sulphate leaching of chalcopyrite concentrates in presence of pyrite, Minerals Engineering. 24 (2011) 381-386.
From then on, forced aerations have been applied in series of bioleaching practices worldwide and regarded as a key technology to enhance the bacterial leaching of sulfides[7-9].
Materials and methods Mineralogy.
When the aeration rates are higher than 60 L/h, Cu leaching rates increase dramatically on day 4~20.These phenomenon attributes to mineralogy of the raw materials.
Sandström, Acidic sulphate leaching of chalcopyrite concentrates in presence of pyrite, Minerals Engineering. 24 (2011) 381-386.
Online since: September 2013
Authors: Chun Hua Yin, Hai Yan, Xue Dong, Na Miao, Shou Li Yuan
Enzyme-catalyzed synthesis of microalgae-derived biodiesel using a chemically modified immobilized lipase
Chunhua Yin 1,a, Na Miao1,b, Shouli Yuan1,c, Xue Dong 1,d, Hai Yan1,e
1Department of Biological Science and Engineering, School of Chemical and Biological Engineering, University of Science and Technology Beijing, Beijing 100083, China
achyin@sina.com, belizamiaozi@163.com, cyuanshouli123@163.com, ddxzcg521@163.com,ehaiyan@ustb.edu.cn
Keywords: Lipase, Biodiesel, Modification, Microalgae.
Materials and methods Materials.
Acknowledgements This work was financially supported by the State Key Development Program for Basic Research of China (2007CB714304) and science and technology innovation foundation for the university or college students.
Materials and methods Materials.
Acknowledgements This work was financially supported by the State Key Development Program for Basic Research of China (2007CB714304) and science and technology innovation foundation for the university or college students.
Online since: July 2012
Authors: De Si Sun, Jie Ren, Chang Long Xu, Bao Hua Xie, Xiao Hua Cao
Clean Oxidation of Cyclohexanone to Adipic Acid Catalyzed by Ammonium Phosphomolybdate with Dawson structure under microwave irradiation
Cao Xiaohua1,2,a, Ren Jie1,b, Xu Changlong2,c, Xie Baohua2,d, Sun Desi2,e
1College of Chemical Engineering and Materials Science, Zhejiang University of Technology, Hangzhou Zhejiang 310014, China
2College of Chmeical and Environmental Ehgineering, Jiujiang University, Jiujiang Jiangxi 332005, China
a caoxiaohua@tom.com, b Renjie.R@263.net, c xch139@163.com, djjxbh@yahoo.com.cn, essddss15@163.com
Key Words: (NH4)6P2Mo18O62; adipic acid; cyclohexanone; hydrogen peroxide; microwave irradiation
Abstract: Ammonium Phosphomolybdate with Dawson structure was prepared by hydrothermal synthesis and characted by means of FT-IR, UV-Vis,XRD and SEM.
Experimental Materials and apparatus.
[14] CAO Xiaohua,REN Jie,XIE Baohua,et al.Clear oxidation of octadecanol to octadecanoic acid with H2O2 using (NH4)3P2Mo18O62 as catalyst[J].Chemical Industry and Engineering Progress, 2010, 29(1):58-61, in Chinese
Experimental Materials and apparatus.
[14] CAO Xiaohua,REN Jie,XIE Baohua,et al.Clear oxidation of octadecanol to octadecanoic acid with H2O2 using (NH4)3P2Mo18O62 as catalyst[J].Chemical Industry and Engineering Progress, 2010, 29(1):58-61, in Chinese
Online since: January 2014
Authors: Hai Long Ning, Wen Feng Zhao, Jian Liu, Shao Peng Jiao, Yi Xin Wang
Effect of recycled coarse aggregate on recycled concrete properties and study of optimum mixture ratio
Hailong Ning1,2 a, Wenfeng Zhao1, b, Jian Liu1,c , Shaopeng Jiao1,d ,
Yixin Wang1e
1 School of Mechanics and Civil Engineering, China University of Mining and Technology Beijing 100083, China
2Organization Department of CPC Mentougou District Committee, Beijing102300,China
anhl2008@sina.com, bzhaodilinu@163.com, cliujianluckly@163.com, djsp252075725@163.com, ewangyixin920701@163.com
Key words: recycled coarse aggregate, water-cement ratio, mixture ratio, recycled concrete, physico-mechanical properties.
Introduction At present, the technique of recycled concrete is the subject which every country cares about together and becomes one of the hottest spots and frontierest problems in engineering and academia[1-5].Recycled concrete is the concrete which takes abandoned concrete debris removed from the old buildings as coarse aggregate and mixes with cement mortar.
As the research and application being in-depth, recycled concrete has been applied to more and more structures as a common kind of building material.
Table1 Optimum mixture ratio of recycled concrete Number Amount of material Concrete Coal ash Silica fume Water Water-reducing admixture Sand Recycled coarse aggregate 1 320(65%) 105 (20%) 45 (9%) 150 5(1%) 650 0% 2 320(65%) 105 (20%) 45 (9%) 150 5(1%) 650 25% 3 320(65%) 105 (20%) 45 (9%) 150 5(1%) 650 60% Table2 The recycled concrete strength of 7 days and 28 days Number Concrete age 7d 28d Compressive strength Tensile strength Compressive strength Tensile strength 1 39.6 2.70 60 3.02 2 37.7 2.58 62.8 3.41 3 38.9 2.65 65.6 3.60 The table shows that the recycled concrete strength of 7 days is slightly lower than that of conventional concrete.
Table5 Finial optimum mixture ratio of recycled concrete Number Amount of material Concrete Coal ash Silica fume Water Water- reducing admixture Recycled coarse aggregate Slumps 6 32 (55%) 150(25%) 50(10%) 155 5(1%) 0% 10.5 7 32 (55%) 150(25%) 50(10%) 155 5(1%) 60% 9.5 Table6 The recycled concrete strength of 7 days and 28 days with finial optimum mixture ratio Number Concrete age 7d 28d Compressive strength Tensile strength Compressive strength Tensile strength 6 44.6 3.15 70.2 4.86 7 43.2 3.06 74.6 4.95 Analysis of the test results: (1) The results show that the slump of recycled concrete (9.5cm) is lower than that of conventional concrete (10.5cm), but it’s still qualified.
Introduction At present, the technique of recycled concrete is the subject which every country cares about together and becomes one of the hottest spots and frontierest problems in engineering and academia[1-5].Recycled concrete is the concrete which takes abandoned concrete debris removed from the old buildings as coarse aggregate and mixes with cement mortar.
As the research and application being in-depth, recycled concrete has been applied to more and more structures as a common kind of building material.
Table1 Optimum mixture ratio of recycled concrete Number Amount of material Concrete Coal ash Silica fume Water Water-reducing admixture Sand Recycled coarse aggregate 1 320(65%) 105 (20%) 45 (9%) 150 5(1%) 650 0% 2 320(65%) 105 (20%) 45 (9%) 150 5(1%) 650 25% 3 320(65%) 105 (20%) 45 (9%) 150 5(1%) 650 60% Table2 The recycled concrete strength of 7 days and 28 days Number Concrete age 7d 28d Compressive strength Tensile strength Compressive strength Tensile strength 1 39.6 2.70 60 3.02 2 37.7 2.58 62.8 3.41 3 38.9 2.65 65.6 3.60 The table shows that the recycled concrete strength of 7 days is slightly lower than that of conventional concrete.
Table5 Finial optimum mixture ratio of recycled concrete Number Amount of material Concrete Coal ash Silica fume Water Water- reducing admixture Recycled coarse aggregate Slumps 6 32 (55%) 150(25%) 50(10%) 155 5(1%) 0% 10.5 7 32 (55%) 150(25%) 50(10%) 155 5(1%) 60% 9.5 Table6 The recycled concrete strength of 7 days and 28 days with finial optimum mixture ratio Number Concrete age 7d 28d Compressive strength Tensile strength Compressive strength Tensile strength 6 44.6 3.15 70.2 4.86 7 43.2 3.06 74.6 4.95 Analysis of the test results: (1) The results show that the slump of recycled concrete (9.5cm) is lower than that of conventional concrete (10.5cm), but it’s still qualified.
Online since: December 2012
Authors: Fang Zhu, Jun Fang Wei
Research on Parameters Optimization Algorithm in Support Vector Machine Based on Immune Memory Clone Strategy
Fang Zhu 1, a , Junfang Wei 2, b
1School of Computer and communication engineering, Northeastern University at Qinhuangdao, Qinhuangdao, 066004, China
2School of Resource and material, Northeastern University at Qinhuangdao, Qinhuangdao, 066004, China
asky050607@sina.com, bweijunfang123@sina.com
Keywords: support vector machine, parameters selection, immune memory clone, multi-peak optimization, n-folded cross verification
Abstract.
The key of the proposed algorithm for SVM parameters optimization based on artificial immune algorithm is presented as follows: 1) Coding schemes design of antibody.
[6] Liu Xiangying, Jiang Huiyan, Tang Fengzhen: Parameters Optimization in SVM Based-on Ant Colony Optimization Algorithm, Nanotechnology and Computer Engineering, 2010, p. 470 [7] Zhu Ning, Feng Zhigang, Wang Qi: Parameter Optimization of Support Vector Machine for Classification Using Niche Genetic Algorithm, Journal of Nanjing University of Science and Technology (Natural Seience), 2009, p. 16 [8] Ren Yuan, Bai Guangchen: Determination of Optimal SVM Parameters by Using GA/PSO, Journal of Computers, 2010, p. 1160 [9] Yuan Xiaoyan, Liu Ailun: The Research of SVM Parameter Selection Based on PSO Algorithm, Techniques of Automation and Application, 2007, p. 5
The key of the proposed algorithm for SVM parameters optimization based on artificial immune algorithm is presented as follows: 1) Coding schemes design of antibody.
[6] Liu Xiangying, Jiang Huiyan, Tang Fengzhen: Parameters Optimization in SVM Based-on Ant Colony Optimization Algorithm, Nanotechnology and Computer Engineering, 2010, p. 470 [7] Zhu Ning, Feng Zhigang, Wang Qi: Parameter Optimization of Support Vector Machine for Classification Using Niche Genetic Algorithm, Journal of Nanjing University of Science and Technology (Natural Seience), 2009, p. 16 [8] Ren Yuan, Bai Guangchen: Determination of Optimal SVM Parameters by Using GA/PSO, Journal of Computers, 2010, p. 1160 [9] Yuan Xiaoyan, Liu Ailun: The Research of SVM Parameter Selection Based on PSO Algorithm, Techniques of Automation and Application, 2007, p. 5
Online since: September 2013
Authors: Pu Xie, Su Ning Zhang, Run Sheng Yang, Tian Zhang Shao
The Failure Analysis and Countermeasures
of Starter Battery
Suning Zhang a, Pu Xieb, Runsheng Yangc, Tianzhang Shao
Department of Vehicle and Electrical Engineering, Ordnance Engineering College,
97 Heping West Road, Shijiazhuang, Hebei, P.
The working principle of VRLA battery Limit the capacity of the positive electrode in the design of sealed lead-acid battery, and negative electrode active material excess capacity, in order to ensure that the positive electrode precipitated oxygen first during charging, and the negative electrode does not generate hydrogen, such as chemical equation (1) is shown. 2H2O→O2+4H++ 4e
Summary There are many factors that could cause the premature failure of starter VRLA battery, Except that the battery quality is not good, the key point is that whether the battery is correctly used and maintained.
The working principle of VRLA battery Limit the capacity of the positive electrode in the design of sealed lead-acid battery, and negative electrode active material excess capacity, in order to ensure that the positive electrode precipitated oxygen first during charging, and the negative electrode does not generate hydrogen, such as chemical equation (1) is shown. 2H2O→O2+4H++ 4e
Summary There are many factors that could cause the premature failure of starter VRLA battery, Except that the battery quality is not good, the key point is that whether the battery is correctly used and maintained.
Online since: January 2014
Authors: Shan Shan Xu
Analysis on Security Appraisa of the existing reinforced concrete bridges
Shanshan Xu
Heilongjiang University of Science and Technology,China,xshansh@sina.com
Key words: numerical simulation; theoretical analysis; dynamic load
Abstract: Safety inspection of the bridge has become particularly important owing to a large number of aging bridges in China, in order to evaluate the safety of a bridge project that has been completed in Harbin, research methods of combining theoretical analysis, numerical simulation and field test is applied, response parameters changes under static and dynamic loads is studied emphatically in this paper.
Project overview The project starting point of rural consolidation and rehabilitation about road projects in Xing Li & Kao shan villages in Harbin City undertake the Yang ming tan Bridge Management Engineering, The end connect Xue fu Overpass project.
Loading Capacity Evaluation of Bridge 1.1 Determination of the coefficient of carrying capacity evaluation Through Detailed appearance inspection of the bridge and material testing, we determine each Inspecting calculation of coefficient of carrying capacity assessment and obtain γ0Sud[4] Tian yangming :Zhuhai bridge detection(coal mine engineering,in Chinese,2004).
Project overview The project starting point of rural consolidation and rehabilitation about road projects in Xing Li & Kao shan villages in Harbin City undertake the Yang ming tan Bridge Management Engineering, The end connect Xue fu Overpass project.
Loading Capacity Evaluation of Bridge 1.1 Determination of the coefficient of carrying capacity evaluation Through Detailed appearance inspection of the bridge and material testing, we determine each Inspecting calculation of coefficient of carrying capacity assessment and obtain γ0Sud
Online since: September 2017
Authors: Sara Mantovani
Mantovani1,a
1Department of Engineering "Enzo Ferrari", University of Modena and Reggio-Emilia, Modena, Italy
asara.mantovani@unimore.it
Keywords: Hexagonal joint, contact pressure, receding contact, fillet, Finite Element.
The normalized peak contact pressure and the contact length along the male sides are numerically evaluated. 1 Introduction Polygonal contacts are encountered in keyless polygonal joints, employed as an alternative mechanical coupling to keyed joints in the transmission of torque between two shafts, [1, 2].
In [5], on the basis of engineering judgment, it is assumed that a) the pressure profile is triangular; b) one half of the length of each side of the polygonal profile is in contact, whereas separation takes place in the remaining side portion.
A linear elastic material with elastic constants typical of steel was adopted.
The normalized peak contact pressure and the contact length along the male sides are numerically evaluated. 1 Introduction Polygonal contacts are encountered in keyless polygonal joints, employed as an alternative mechanical coupling to keyed joints in the transmission of torque between two shafts, [1, 2].
In [5], on the basis of engineering judgment, it is assumed that a) the pressure profile is triangular; b) one half of the length of each side of the polygonal profile is in contact, whereas separation takes place in the remaining side portion.
A linear elastic material with elastic constants typical of steel was adopted.