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Online since: May 2016
Authors: Jiang Han, Yuan Zhi Zhou, Gou Zheng Zhang, L. Xu
Material was 40Cr and forging billet.
Acknowledgment The work presented in this paper has been supported by A Key Project of Higher Education Natural Science Foundation of Anhui Province of China under Grant No.
The International Journal of Advanced Manufacturing Technology,2011,53( 1- 4) : 339- 351
International Journal of Production Research, 2008,46(4): 929-947
International Journal of Production Research [J]. 2008, 46(4): 929-947
Online since: August 2013
Authors: Shao Wei Wang, Teng Fei Bao
Unsteady seepage theory As for the homogeneous isotropic material, the differential equation for one-dimensional unsteady seepage is presented as follows[6]: (1) Where is the permeability coefficient; is the unit storage amount, namely the released water in saturated soil of unit volume by soil compression and water expansion when unit water head drops.
Acknowledgements This work was supported by the National Natural Science Foundation of China (Grant Nos. 51139001, 51179066, 51079046), the Special Fund of State Key Laboratory of China(Grant Nos. 2010585212).
Chinese Journal of Geotechnical Engineering, 2011,33(11):1807-1811,(in Chinese)
Journal of Hydroelectric Engineering, 2010,29(4):200-206,(in Chinese)
Journal of Tian jin University, 2007,40(7): 779-785,(in Chinese)
Online since: July 2011
Authors: Hong Yu Wu, Bo Shi
A group total of 60 athletes, male and female athletes of the 30; B group consisted of 60 athletes, male and female athletes of the 30. 2.3 Experimental Materials 2.3.1Test Images Players of the experiment as motivation have two sets of picture material.
Perspectives on Psychological Science,3,73–79
Journal of Shenyang Institute of Physical Education, 2002 (2) :31-32
Sports Science Research. 2005.26 (3) :27-29
Peking University (Natural Science), 2003,39 (2).
Online since: June 2013
Authors: Hua Lin Wang, Yan Xu, Kang Tang, Zhi Shan Bai
Hydrodynamic and mass-transfer characteristics of annular centrifugal contactors on the caprolactam recovery from waste liquor Yan XU1, a , Kang TANG2,b , Zhi-shan BAI3,c* , Hua-lin WANG4,d* 1,2,3,4 State-Key Laboratory of Chemical Engineering, East China University of science and technology, Shanghai 200237, China ademi.yxu@gmail.com, btangkang111@126.com, cfbaizs@yahoo.com.cn, dsamwhl@163.com Keywords: Annular centrifugal contactor, Caprolactam, Extraction, Separating capacity, Mass transfer efficiency.
On the other hand, plate efficiency of extraction column is low because the crude material contains complex components and much suspended matter, especially when there is a lot of precipitate after a period of continuous operation.
Acknowledge The authors gratefully acknowledge the support for this research from National Natural Science Foundation of China (Grant No. 21106040), Innovation Program of Shanghai Municipal Education Commission (Grant No. 12ZZ055), Fok Ying-Tong Education Foundation of China (Grant No. 132007).
Meikrantz: Chemical Engineering Communications Vol. 189 (2002), p. 1629-1639 [9] Masaumi Nakahara, Kazunori Nomura: Chemical Engineering Science Vol. 66(2011), p. 740-746 [10] Jin-Quan Xu, Wu-Hua Duan, Xiu-Zhu Zhou, Jia-Zhen Zhou: Journal of Hazardous Materials Vol. 131 (2006), p. 98-102 [11] J.
Online since: January 2010
Authors: J. Velho, N.F. Santos
Introduction Surface roughness is a very important characteristic of any material and in the case of a coated paper is a critical feature.
Materials and methods Two precipitated calcium carbonates were used: CC-S, of calcitic nature, with scalenohedral particles shape, and CC-A, of aragonitic nature with acicular particles.
Niskanen: Paper Physics, Book 16 - Papermaking Science and Technology, Fapet Oy, Finland, (1998) [2] T.
Briscoe: Comprehensive Polymer Science - The Synthesis, Characterization, Reactions and Applications of Polymers, edited by G.
Saarelma: Printing, Book 13 - Papermaking Science and Technology, Fapet Oy, Finland, (1998) [9] D.
Online since: September 2011
Authors: Yu Qing Zhang, Yong Ning Mi, Lu Wang, Xin Wang
., is mainly engaged in materials and water quality.
Table 1 Slope material parameters Ratio of slope (°) wet density γ' (kN/m3) bulk density γ (kN/m3) cohesive force c(kpa) Interal friction angel Φ (°) slope height h(m) 29 19.70 17.75 7.5 32 10 Bird Island Park in the west of Shenyang City, river water level is usually maintained at around 5m, calculation model shown in Fig.5, Ⅰ, Ⅱ, Ⅲ, Ⅳ that imposed by the concrete and block force,mesh division and the results shown in Fig.6.
Acknowledgements: The author would like to thank his collaborators from and support of the Ministry of Water Resources nonprofit industry research and special funding projects(200801040) and, a major focus on science and technology plan project of Liaoning Province (2008212001).
Journal of Hohai University( Natural Sciences).
(Science Press, China 2009).
Online since: March 2016
Authors: Geri Gopir, Muhammad Mus-'Ab Anas Mohd Anas
A wrong selection of QDs structure will lead to the wrong interpretation of the quantum confinement effect in nanosize material.
Acknowledgements We would like to register our thanks and appreciation to the Malaysian Ministry of Science, Technology and Innovation (MOSTI) for financial support given through grant ScienceFund 06-01-02-SF0988 and MyBrain15 scholarship for M.
Skid, UFF a full periodic table force field for molecular mechanics and molecular dynamics simulations, Journal of The American Chemical Society, 114 (1992) 10024-10035 [16] C.
Gopir, Structural and Electronic Properties of Hydrogen-Passivated Silicon Quantum Dots: Density Functional Calculations, Advanced Materials Research, 1107 (2015) 571-576
Kundrotas, Handbook on physical properties of Ge, Si, GaAs and InP, Science and Encyclopedia Publishers, Vilnius Lithuania, 1994.
Online since: April 2005
Authors: Glenn E. Beltz, Margherita Chang, Anna Machová
The parameter C represents an energy penalty for slip confined to one plane; i.e., materials that have a tendency to twin might be expected to have a large, positive value of C.
Acknowledgements This research was supported by the National Science Foundation under award number CMS0000142 and the Czech Science Foundation under grants A2076201, ME 504, and AV0Z2076919.
Hai: Journal of the Mechanics and Physics of Solids Vol. 51 (2003), p. 765 [3] D.
Gumbsch and G.E Beltz: Modelling and Simulation in Materials Science and Engineering Vol. 3 (1995), p.597
Chang: Modelling and Simulation in Materials Science and Engineering Vol. 7 (1999), p.949
Online since: July 2003
Authors: J.S. Wan, Zhu Feng Yue
There are lots of evidences in the literatures [1-9] indicating that grain boundary plays important roles in the mechanical behavior of polycrystalline materials.
This work will help us to understand deeply the damage and fracture mechanisms and their processing of the polycrystalline materials. 2.
For polycrystalline materials, lots of grain boundaries exist in material, so it is difficult to predict the stress distribution near the grain boundary.
In order to discuss the mechanism of material, it is concluded that homogenous assumption for polycrystalline materials is not suitable to study the meso mechanisms of the damage and fracture and their detail processing.
It is concluded that homogenous assumption for polycrystalline materials is not suitable to study the meso mechanisms of the damage and fracture and their detail processing.
Online since: February 2026
Authors: Nuno Dinis Cortiços
This shows how traditional spatial strategies can be strengthened by innovative materials.
Materials remain ~60% traditional (earth, wood, tile) and ~40% modern (e.g.
At end-of-life, ~80% of materials are recyclable or biodegradable, unlike petrochemical-heavy contemporary constructions.
Use of regionally sourced, low-carbon materials leads to ~45% lower embodied energy relative to new NZEB construction.
Gervásio, Life cycle analysis of environmental impacts of earthen materials in the Portuguese context: Rammed earth and compressed earth blocks, Journal of Cleaner Production 241 (2019) 118286. https://doi.org/10.1016/j.jclepro. 2019.118286
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