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Online since: May 2012
Authors: Li Ping Chen, Yi Wen Duan, Jing Xia Zhang
Copper(Ⅱ) Adsorptive Removal from Solutions with Sunflower Straw-modified by Phosphoric Acid
Liping Chen1,a, Yiwen Duan1,b, Jingxia Zhang1,c
College of Chemistry and Environment Science, Inner Mongolia Normal University, Hohhot, China 010022
aclp@imnu.edu.cn, bduanyw@imnu.edu.cn, cjingxiazh2001@yahoo.com.cn
Keywords: Adsorption, Sunflower straw, Active carbon, Copper, Thermodynamics
Abstract.
Materials and methods Manufacturing the carbon-activated from sunflower straw.
Acknowledgements This work was financially supported by the Hohhot Natural Science Foundation (2010MS0217).
Bello: Biochemical Engineering Journal.
Materials and methods Manufacturing the carbon-activated from sunflower straw.
Acknowledgements This work was financially supported by the Hohhot Natural Science Foundation (2010MS0217).
Bello: Biochemical Engineering Journal.
Online since: August 2011
Authors: Chang Hong Liu, Yi Er Yan, Xiao Hu, Run Yang Zhong
E7 will be trigged that logistic operator should deliver other materials for him/her to process.
Acknowledgements This work was financially supported by the Young Talent Program of Guangzhou University , PFund supported by the Young Talent Program of Guangzhou University, and the Science-technology Plan Projects of Guangdong province(2009B060700124) h.D.
Initial Programs Foundation of Guangzhou University and the Science-technology Plan Projects of Guangdong Province(2009B060700124).
The VLDB Journal, 2009. 18(4): p. 913-931
Acknowledgements This work was financially supported by the Young Talent Program of Guangzhou University , PFund supported by the Young Talent Program of Guangzhou University, and the Science-technology Plan Projects of Guangdong province(2009B060700124) h.D.
Initial Programs Foundation of Guangzhou University and the Science-technology Plan Projects of Guangdong Province(2009B060700124).
The VLDB Journal, 2009. 18(4): p. 913-931
Online since: March 2016
Authors: Azizah Hanom Ahmad, N. Hassan
Conductivity and FTIR Studies of NaI–Na3PO4–PLL Electrolyte for Solid State Batteries
N.Hassan1,2,a and A.H.Ahmad1,2,b*
1 Faculty of Applied Sciences, Universiti Teknologi MARA, 40450 Shah Alam,
Selangor D.E., Malaysia
2 Institute of Science, Universiti Teknologi MARA, 40450, Shah Alam, Selangor D.E., Malaysia
aazmi_xxx90@yahoo.com, bazizahanom@salam.uitm.edu.my
Keywords: Poly(L–Leucine)–1,3–diamino propane; Sodium solid electrolyte; Ionic conductivity; Sodium Iodide; Sodium Phosphate; Solid state reaction.
However, iodide based materials are hygroscopic in nature and compounds such as ortho-oxosalts usually added into these iodides–containing systems to increase the stability against atmospheric attack as well as to enhance the electrical conductivity [4].
Munichandraiah, Solid-state rechargeable magnesium cell with poly (vinylidenefluoride)-magnesium triflate gel polymer electrolyte, Journal of Power Sources. 102 (2001) 46-54
However, iodide based materials are hygroscopic in nature and compounds such as ortho-oxosalts usually added into these iodides–containing systems to increase the stability against atmospheric attack as well as to enhance the electrical conductivity [4].
Munichandraiah, Solid-state rechargeable magnesium cell with poly (vinylidenefluoride)-magnesium triflate gel polymer electrolyte, Journal of Power Sources. 102 (2001) 46-54
Online since: October 2011
Authors: Jun Qi Yu, Zhen Ping Dong, Pan Xiang Gao, Shuo Xu, Di Tao Niu
For a long time, our engineering design of concrete engineering structures, mainly focus on monitoring the acceleration, strain and displacement parameters which reflect structural changes, few consideration for the engineering and structural safety durability caused by the deterioration of the property of materials [3].
Concrete Journal, 1990:23~27
Research on Energy Consumption Real Time Monitoring and Energy-saving Management System for Large Public Buildings, BUILDING SCIENCE, October, 2009 [7] Information on http://www.zigbee.org/ [8] Information on http://docs.tinyos.net/tinywiki/index.php/Main_Page [9] Limin Sun.
Engineering application theory of structural damage and alarming,Beijing: Science Press 2007
Concrete Journal, 1990:23~27
Research on Energy Consumption Real Time Monitoring and Energy-saving Management System for Large Public Buildings, BUILDING SCIENCE, October, 2009 [7] Information on http://www.zigbee.org/ [8] Information on http://docs.tinyos.net/tinywiki/index.php/Main_Page [9] Limin Sun.
Engineering application theory of structural damage and alarming,Beijing: Science Press 2007
Online since: September 2013
Authors: Jun Zhao, Zhi Qiang Wu, Hai Yu Meng, Lin Chen, Shu Zhong Wang
Experimental and Data Processing Methods
Materials.
Lai: Fuel Processing Technology Vol. 2012 (2012), p. 18 [3] G.XIAO, JIN Bao-sheng: Journal of Environmental Sciences Vol. 19(2007), p. 1398 [4] C.
Piskin: Combust Science and Technology 181 (2009), p. 264
Lai: Fuel Processing Technology Vol. 2012 (2012), p. 18 [3] G.XIAO, JIN Bao-sheng: Journal of Environmental Sciences Vol. 19(2007), p. 1398 [4] C.
Piskin: Combust Science and Technology 181 (2009), p. 264
Online since: October 2012
Authors: Yong Zang, Sha Feng, Yuan Wang, Xiao Chan Liu, Ben Guan
The Influence of Process Scheme on the Straightening Effect of Section Steel
Ben Guan1, a, Yong Zang1,b, Yuan Wang1,c, Sha Feng1,d, Xiaochan Liu 1,e
1School of Mechanical Engineering, University of Science and Technology Beijing, Beijing 100083
China
aniuben57@163.com, byzang@ustb.edu.cn, capwangyuan@yahoo.com.cn,
d fengxiaosha921@sina.com, elyn1523@yeah.net
Keywords: Straightening, Elastoplasticity, Bending
Abstract.
Therefore, we define the ratio of the absolute value of the average residual stress and material yield stress .By analyzing the cross-section residual stress levels, the calculation formula of is shown below: (5) of different schemes after straightening are distributed on the cross-sections with different initial curvatures as follows as shown in Fig. 3.
Fig. 3 The residual stress levels after straightening of different process scheme The ratio of the residual stress after straightening in different process programs and material yield stress are distributed on the cross-sections with the initial curvatures C0=-1 as follows as shown in Fig. 4 .
Acknowledgement This work has been supported by a grant from the National Natural Science Foundation of China (No. 50775010) and by a grant from the National High Technology Research and Development Program of China (863 Program)(No. 2009AA03Z515).
Feng: Journal of Mechanical Engineering, Vol. 48 (2012) No.02, p.81
Therefore, we define the ratio of the absolute value of the average residual stress and material yield stress .By analyzing the cross-section residual stress levels, the calculation formula of is shown below: (5) of different schemes after straightening are distributed on the cross-sections with different initial curvatures as follows as shown in Fig. 3.
Fig. 3 The residual stress levels after straightening of different process scheme The ratio of the residual stress after straightening in different process programs and material yield stress are distributed on the cross-sections with the initial curvatures C0=-1 as follows as shown in Fig. 4 .
Acknowledgement This work has been supported by a grant from the National Natural Science Foundation of China (No. 50775010) and by a grant from the National High Technology Research and Development Program of China (863 Program)(No. 2009AA03Z515).
Feng: Journal of Mechanical Engineering, Vol. 48 (2012) No.02, p.81
Online since: December 2013
Authors: Yong Cheng Guo, Jin Long Guo
Fig. 4 The view of the Shuibuya Project Fig. 5 The material yard slope of Sanliping Fig. 6 The view of Qianchang landslide
The Material Yard Slope.
Acknowledgments The research has been supported in part by National Natural Science Foundation of China (No.51079077, 51279091), State Key Development Program for Basic Research of China (No. 2012CB426502), Science Foundation of China Three Gorges University (KJ2013B004).
Chinese Journal of rock mechanics and engineering,2004,23(7):1078-1081
Acknowledgments The research has been supported in part by National Natural Science Foundation of China (No.51079077, 51279091), State Key Development Program for Basic Research of China (No. 2012CB426502), Science Foundation of China Three Gorges University (KJ2013B004).
Chinese Journal of rock mechanics and engineering,2004,23(7):1078-1081
Online since: October 2012
Authors: Jun Fen Yang, Yi Liang Peng, Hong Bo Li, Yang Xiang
With the combination of rigid flange, flexible flange, high-strength bolts[3], high strength plain bolt, Q235B, Q420B material flange, such as showing in Table 1.
Table 1 Results of flange joints Type of flange Type of bolt Specimen number Material of flange Size of weld Thickness of flange Diameter of bolt h/mm t/mm d/mm Rigid flange 10.9 High strength bolt specimen 1 Q235B 10 20 27 specimen 2 Q420B 8 12 27 10.9 High strength plain bolt specimen 3 Q235B 10 20 30 specimen 4 Q420B 8 12 27 Flexible flange 10.9 High strength bolt specimen 5 Q235B 17.5 35 24 specimen 6 Q420B 12.5 25 24 10.9High strength plain bolt specimen 7 Q235B 17.5 35 30 specimen 8 Q420B 12.5 25 24 Test device.
Acknowledgements This work was financially supported by the Shanxi Natural Science Foundation (2011JQ7008), the Special Research Foundation (11JK0965) from the Education Institution of Shaanxi, and the Fundamental Research Foundation (JC1105) from Xi’an University of Architecture & Technology.
Journal of Tongji University (Natural Science), 2011, 39(10): 1426-1433.
Table 1 Results of flange joints Type of flange Type of bolt Specimen number Material of flange Size of weld Thickness of flange Diameter of bolt h/mm t/mm d/mm Rigid flange 10.9 High strength bolt specimen 1 Q235B 10 20 27 specimen 2 Q420B 8 12 27 10.9 High strength plain bolt specimen 3 Q235B 10 20 30 specimen 4 Q420B 8 12 27 Flexible flange 10.9 High strength bolt specimen 5 Q235B 17.5 35 24 specimen 6 Q420B 12.5 25 24 10.9High strength plain bolt specimen 7 Q235B 17.5 35 30 specimen 8 Q420B 12.5 25 24 Test device.
Acknowledgements This work was financially supported by the Shanxi Natural Science Foundation (2011JQ7008), the Special Research Foundation (11JK0965) from the Education Institution of Shaanxi, and the Fundamental Research Foundation (JC1105) from Xi’an University of Architecture & Technology.
Journal of Tongji University (Natural Science), 2011, 39(10): 1426-1433.
Online since: December 2012
Authors: Yan Chen, Wen Yu Zhang
Table 4 shows that the evaluation result of “logistics management” is “bad”, so, the rationality of materials in the training should be improved in the follow-up work.
Geographical Information Science, 2003, 9(2):7-78
Wuhan University Journal(Philosophy & Social Sciences), 60(3):455- 460, 2007
Geographical Information Science, 2003, 9(2):7-78
Wuhan University Journal(Philosophy & Social Sciences), 60(3):455- 460, 2007
Online since: April 2014
Authors: Ling Li, Hao Xu, Yao Chen, Da Zhen Tang, Ting Xu Yu
Acknowledgements
This work was supported by The National Natural Science Foundation(41272175) and Major National Science and Technology Special Projects (No. 2011ZX05062-01).
H. de Boer. in: The shape of capillaries, edited by Everett D H, Stone F S, ed /The structure and properties of porous materials, London: Butterworth(1958)
Crosdale: Role of coal type and rank on methane sorption characteristics of Bowen Basin, Australia coals.International Journal of Coal Geology,(1999),309-325
H. de Boer. in: The shape of capillaries, edited by Everett D H, Stone F S, ed /The structure and properties of porous materials, London: Butterworth(1958)
Crosdale: Role of coal type and rank on methane sorption characteristics of Bowen Basin, Australia coals.International Journal of Coal Geology,(1999),309-325