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Online since: December 2012
Authors: Xing Tu Liu, Lu Xu, Wei Ping Xu, Ji Fu Wang
China 150025
2 Key Laboratory of Wetland Ecology and Environment, Northeast Institute of Geography and Agroecology, Chinese Academy of Sciences, Changchun, P.R.China 130012
awjifu@163.com, bxenia.lulu@163.com, chuiyuanping@126.comlxtmxh@163.com, dlxtmxh@163.com
Keywords: Wetland Oil pollution Microbial Bioremediation
Abstract.
The Position Of Monitoring Point Oil (mg/L) Monitoring Section of Lake Longfeng Wetland(46°28′51.1″N 125°9′54.4″E) 0.490 Dongfeng Pao(46°36′11.4″N 125°3′28.9″E) 0.330 Sanyong Lake(46°34′14.6″N 125°6′59.3″E) 0.230 Zhongnei Pao(46°17′5.9″N 125°3′1.9″E) 0.610 WAnbao Pao(46°35′3.5″N 125°5′23.4″E) 0.430 Kuli Pao(45°54′1.26″N 124°45′19.92″E) 0.16 Drained Monitoring Sections Centeral Drain 0.21 Eastern Drain 0.55 Mixture of centeral and eastern drain 0.26 DongEr Drain 0.73 Mixture of AnZhao river and western drain 0.57 The materials.
In addition we also test for the total amount of paraffin, polycyclic aromatic hydrocarbons(PAHs) common 16 kinds of similar material [Naphthalene, Acenaphthylene, Acenaphthene, Fluorene, Phenanthrene, Anthracene, Fluoranthene, Pyrene, Benzo(a)anthracene, Chrysene, Benzo(b)fluoranthene, Benzo(k)fluoranthene, Benzo(a)pyrene, Indeno(1,2,3-cd)pyrene, Dibenzo(a,h)anthracene, Benzo(g,hi)perylene].
Bioremediation Journal. 6(3): 261-281 [7] Qixing Zhou, Shuhe Wei, and Qianru Zhao. 2006.
China environmental science press, BeiJing[In Chinese] [8] Zhendong Liu.2006.
The Position Of Monitoring Point Oil (mg/L) Monitoring Section of Lake Longfeng Wetland(46°28′51.1″N 125°9′54.4″E) 0.490 Dongfeng Pao(46°36′11.4″N 125°3′28.9″E) 0.330 Sanyong Lake(46°34′14.6″N 125°6′59.3″E) 0.230 Zhongnei Pao(46°17′5.9″N 125°3′1.9″E) 0.610 WAnbao Pao(46°35′3.5″N 125°5′23.4″E) 0.430 Kuli Pao(45°54′1.26″N 124°45′19.92″E) 0.16 Drained Monitoring Sections Centeral Drain 0.21 Eastern Drain 0.55 Mixture of centeral and eastern drain 0.26 DongEr Drain 0.73 Mixture of AnZhao river and western drain 0.57 The materials.
In addition we also test for the total amount of paraffin, polycyclic aromatic hydrocarbons(PAHs) common 16 kinds of similar material [Naphthalene, Acenaphthylene, Acenaphthene, Fluorene, Phenanthrene, Anthracene, Fluoranthene, Pyrene, Benzo(a)anthracene, Chrysene, Benzo(b)fluoranthene, Benzo(k)fluoranthene, Benzo(a)pyrene, Indeno(1,2,3-cd)pyrene, Dibenzo(a,h)anthracene, Benzo(g,hi)perylene].
Bioremediation Journal. 6(3): 261-281 [7] Qixing Zhou, Shuhe Wei, and Qianru Zhao. 2006.
China environmental science press, BeiJing[In Chinese] [8] Zhendong Liu.2006.
Online since: February 2013
Authors: Jozef Novak-Marcincin
First are exported header and preparatory knots (Info, BackgroundColor, ShapeHints, Material Binding, and Material).
It can also used for welding, assembly realization, cutting of material, packaging tasks, batching, machine servicing, etc.
Acknowledgments Ministry of Education, Science, Research and Sport of SR supported this work, contract VEGA 1/0032/12, KEGA No. 002TUKE-4/2012 and ITMS project 26220220125.
In: Proceedings of World Academy of Science, Engineering and Technology.
International Journal of Advanced Robotic Systems.
It can also used for welding, assembly realization, cutting of material, packaging tasks, batching, machine servicing, etc.
Acknowledgments Ministry of Education, Science, Research and Sport of SR supported this work, contract VEGA 1/0032/12, KEGA No. 002TUKE-4/2012 and ITMS project 26220220125.
In: Proceedings of World Academy of Science, Engineering and Technology.
International Journal of Advanced Robotic Systems.
Online since: November 2005
Authors: Yuji Nakasone, Yoshifumi Iwasaki
Plasticity-Induced Martensitic Phase Transformation
in Fatigue of Unnotched SUS304 Plates
Yoshifumi Iwasaki1,a and Yuji Nakasone
2,b
1
Graduate Student, Graduate School of Engineering, Tokyo University of Science, Tokyo, Japan
2
Dept. of Mechanical Engineering, Faculty of Engineering, Tokyo University of Science, Tokyo,
Japan
a
j4503701@ed.kagu.tus.ac.jp, bnakasone@rs.kagu.tus.ac.jp
Keywords: Martensite, Phase Transformation, Stainless Steel, Ferrite Scope, Non-Destructive
Inspection
Abstract.
Table 1 Chemical composition of SUS304 stainless steel tested in this study (mass%) Material C Si Mn P S Ni Cr Mo SUS304 0.06 0.50 0.87 0.037 0.010 8.10 18.21 - 0 20 40 60 80 100 0 20 40 60 80 100 α' volume raito, Vα' (VSM), % α' volume raito, Vα' (F.S), % Measured by F.S 0 20 40 60 80 100 0 20 40 60 80 100 α' volume raito, Vα' (X-ray), % α' volume raito, Vα' (VSM), % Measured by X-ray(Mo) Measured by X-ray(Cu) Fig. 2 Comparison of values of α' volume fraction Vα' measured by ferrite scope and those by VSM Fig. 3 Comparison of values of α' volume fraction Vα' measured by X-ray and those by VSM Result.
Arnell: Journal of the Iron and Steel Institute (1968), pp. 1035- 1036 [5] Y.
Iwasaki: "Plasticity-Induced Martensitic Transformation around Semi-elliptical Surface Cracks in Fatigue of an Austenitic Stainless Steel", In: IUTAM Symposium on Mesoscopic Dynamics on Fracture Process and Materials Strength, Eds.
Table 1 Chemical composition of SUS304 stainless steel tested in this study (mass%) Material C Si Mn P S Ni Cr Mo SUS304 0.06 0.50 0.87 0.037 0.010 8.10 18.21 - 0 20 40 60 80 100 0 20 40 60 80 100 α' volume raito, Vα' (VSM), % α' volume raito, Vα' (F.S), % Measured by F.S 0 20 40 60 80 100 0 20 40 60 80 100 α' volume raito, Vα' (X-ray), % α' volume raito, Vα' (VSM), % Measured by X-ray(Mo) Measured by X-ray(Cu) Fig. 2 Comparison of values of α' volume fraction Vα' measured by ferrite scope and those by VSM Fig. 3 Comparison of values of α' volume fraction Vα' measured by X-ray and those by VSM Result.
Arnell: Journal of the Iron and Steel Institute (1968), pp. 1035- 1036 [5] Y.
Iwasaki: "Plasticity-Induced Martensitic Transformation around Semi-elliptical Surface Cracks in Fatigue of an Austenitic Stainless Steel", In: IUTAM Symposium on Mesoscopic Dynamics on Fracture Process and Materials Strength, Eds.
Online since: October 2010
Authors: Zi Long An, Feng Wang, Jing Zhou, Xin Jing Zhou
Experiment
Materials.
Each particle is conformal shaping to the pre-deposited material.
Applied Surface Science, 2004, 227(1-4): 244-249
Applied Surface Science, 2008, 254(13, 30):3979-3982
Journal of Xi'an Jiaotong University, 2008, 42(4): 509-514.
Each particle is conformal shaping to the pre-deposited material.
Applied Surface Science, 2004, 227(1-4): 244-249
Applied Surface Science, 2008, 254(13, 30):3979-3982
Journal of Xi'an Jiaotong University, 2008, 42(4): 509-514.
Online since: May 2011
Authors: Xu Jie Sun, Jian Ping Cao, Wen Zhong Zheng
Material Constitutive Model
Main frame of the model was made up of prestressed steel concrete beams and steel reinforced concrete columns, while secondary frame was reinforcement concrete beams and reinforcement concrete columns.
a) b) c) Fig.1 Stress-strain curve of materials a-concrete, b-reinforcing bar and shaped steel, c- prestressed steel Constitutive Model of Reinforcement and Section Steel.
Science Press. (2007) [3] Z.
Science Press. (2001) [5] W.C.
Journal of Harbin Institute of technology, Vol. 39(8), (2007) p. 1185-1190 [6] R.
a) b) c) Fig.1 Stress-strain curve of materials a-concrete, b-reinforcing bar and shaped steel, c- prestressed steel Constitutive Model of Reinforcement and Section Steel.
Science Press. (2007) [3] Z.
Science Press. (2001) [5] W.C.
Journal of Harbin Institute of technology, Vol. 39(8), (2007) p. 1185-1190 [6] R.
Online since: June 2010
Authors: Hai Yan Tan, Li Bin Zhu, Ying Feng Zuo, Ji You Gu, Yan Hua Zhang, Bo Han
Preparation of Water-Resistance Plywood with UF Resin Modified by
Emulsifiable Polyisocyanate
Libin Zhua , Bo Han
b
, Jiyou Gu
c
, Yanhua Zhangd , Haiyan Tane, Yingfeng Zuof
College of Material Science and Engineering, Northeast Forestry University,
Harbin, 150040,P.
Experimental Materials.
Acknowledgements The author gratefully to acknowledge the financial support of National Nature Science Foundation of P R China (grant No.30871984) and the support of the project of Harbin (grant No. 2008AA4BG006).
R Gale, Forest Products Journal, (1993), vol.43 (1), p.15-20
Experimental Materials.
Acknowledgements The author gratefully to acknowledge the financial support of National Nature Science Foundation of P R China (grant No.30871984) and the support of the project of Harbin (grant No. 2008AA4BG006).
R Gale, Forest Products Journal, (1993), vol.43 (1), p.15-20
Online since: July 2003
Authors: S.A. Neild, M.S. Williams, P.D. McFadden
Journal Citation (to be inserted by the publisher)
Copyright by Trans Tech Publications
Measurement of low-amplitude hysteresis behaviour of concrete by
high-precision vibrating wire strain gauges
S.A.
McFadden 3 1 University of Bristol, Department of Mechanical Engineering, Queens Building, University Walk, Bristol BS8 1TR, UK. simon.neild@bristol.ac.uk 2 University of Oxford, Department of Engineering Science, Parks Road, Oxford OX1 3PJ, UK. martin.williams@eng.ox.ac.uk 3 University of Oxford, Department of Engineering Science, Parks Road, Oxford OX1 3PJ, UK. peter.mcfadden@eng.ox.ac.uk Keywords: Sensors and measurement strategies; strain gauges; hysteresis measurements.
Finally, the correction requires accurate knowledge of the thermal expansion coefficient of the test specimen, which may be hard to assess for an inherently variable material such as concrete.
For an elastic material with Young's modulus E, and in the absence of any thermal effects, the stress is related to the elastic strain ε by σ = Eε and hence a strain can be deduced from the measured frequency.
To remove the temperature effect, a control gauge is used, which is mounted on an unloaded sample of the same material as the test specimen, and positioned as close as possible to the specimen, so that they may be assumed to experience the same temperatures.
McFadden 3 1 University of Bristol, Department of Mechanical Engineering, Queens Building, University Walk, Bristol BS8 1TR, UK. simon.neild@bristol.ac.uk 2 University of Oxford, Department of Engineering Science, Parks Road, Oxford OX1 3PJ, UK. martin.williams@eng.ox.ac.uk 3 University of Oxford, Department of Engineering Science, Parks Road, Oxford OX1 3PJ, UK. peter.mcfadden@eng.ox.ac.uk Keywords: Sensors and measurement strategies; strain gauges; hysteresis measurements.
Finally, the correction requires accurate knowledge of the thermal expansion coefficient of the test specimen, which may be hard to assess for an inherently variable material such as concrete.
For an elastic material with Young's modulus E, and in the absence of any thermal effects, the stress is related to the elastic strain ε by σ = Eε and hence a strain can be deduced from the measured frequency.
To remove the temperature effect, a control gauge is used, which is mounted on an unloaded sample of the same material as the test specimen, and positioned as close as possible to the specimen, so that they may be assumed to experience the same temperatures.
Online since: July 2007
Authors: Christophe Henrard, Anne Marie Habraken, Joost R. Duflou, Chantal Bouffioux, Laurent Duchêne
The material used is an
Aluminum alloy AA3003-O with ρ =2700 [kg/m³], E=70000 [MPa], ν =0.33 and σ0=33 [MPa].
Acknowledgements The authors of this article would like to thank the Institute for the Promotion of Innovation by Science and Technology in Flanders (IWT) and the Belgian Federal Science Policy Office (Contract P5/08) for their financial support.
Van Houtte: "Comparison of FEM Simulations for the Incremental Forming Process", Advanced Materials Research, Vols. 6-8 (2005), pp. 533-542 (Trans Tech Publications, Switzerland) [2] J.
Cescotto: "A Mixed Finite Element for the Analysis of Large Inelastic Strains", International Journal for Numerical Methods in Engineering, Vol. 31 (1991), pp. 229-239
Acknowledgements The authors of this article would like to thank the Institute for the Promotion of Innovation by Science and Technology in Flanders (IWT) and the Belgian Federal Science Policy Office (Contract P5/08) for their financial support.
Van Houtte: "Comparison of FEM Simulations for the Incremental Forming Process", Advanced Materials Research, Vols. 6-8 (2005), pp. 533-542 (Trans Tech Publications, Switzerland) [2] J.
Cescotto: "A Mixed Finite Element for the Analysis of Large Inelastic Strains", International Journal for Numerical Methods in Engineering, Vol. 31 (1991), pp. 229-239
Online since: October 2020
Authors: Patrick Mattfeld, Rafael Hild, Daniel Trauth, Dennis Christopher Hoffmann, Kirsten Bobzin, Nathan Christopher Kruppe, Tobias Brögelmann, Thomas Bergs
The workpiece-sided approach focuses on the surface structuring by shot peening with various peening materials and particle shapes.
Furthermore, pure TMD coatings exhibit low adhesion strength between the TMD coatings and the substrate materials [5].
Furthermore, the research can be transferred to other workpiece materials, such as aluminium alloys.
Spalvins, A review of recent advances in solid film lubrication, Journal of Vacuum Science & Technology A: Vacuum, Surfaces, and Films 5 (1987) 212–219
Hashmi (Ed.), Comprehensive Materials Processing, Elsevier, Oxford, 2014, pp. 75–99
Furthermore, pure TMD coatings exhibit low adhesion strength between the TMD coatings and the substrate materials [5].
Furthermore, the research can be transferred to other workpiece materials, such as aluminium alloys.
Spalvins, A review of recent advances in solid film lubrication, Journal of Vacuum Science & Technology A: Vacuum, Surfaces, and Films 5 (1987) 212–219
Hashmi (Ed.), Comprehensive Materials Processing, Elsevier, Oxford, 2014, pp. 75–99
Online since: June 2015
Authors: Hui Wang, Qi Tang Wu, Wei Peng Yu, Liang Hei
The dried plant materials were ground with stainless steel mill and passed through 0.25mm sieve for elemental analysis.
Soil and Environmental Sciences. 11(2002) 268-273
Chen, A Review of Researches on Biodiversity in Eucalyptus Plantations, Chineses Journal of Tropical Crops. 22(2001) 83-90
Soil Science.
Science, 239(1988) 243-244
Soil and Environmental Sciences. 11(2002) 268-273
Chen, A Review of Researches on Biodiversity in Eucalyptus Plantations, Chineses Journal of Tropical Crops. 22(2001) 83-90
Soil Science.
Science, 239(1988) 243-244