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Online since: July 2012
Authors: Ming Li, Ce Wen Nan, Lian Bai
Preparation and Characterization of Polymer Electrolyte Based on Comb-Shaped Poly(oxyethylene) with Ether Side Chains Lian Baia, Ming Lib and Cewen Nan State Key Laboratory of New Ceramics & Fine Processing, Department of Materials Science and Engineering, Tsinghua University, Beijing, 100084, P.
Experimental Materials.
Cadiz, et al., Self-Organized Liquid-Crystalline Polyethers Obtained by Grafting Tapered Mesogenic Groups onto Poly(epichlorohydrin): Toward Biomimetic Ion Channels, Journal of Polymer Science: Part A: Polymer Chemistry 41 (2003) 2918-2929
Applied Polymer Science. 95 (2005) 178-184
Online since: January 2012
Authors: D.J. Goossens, R.E. Whitfield, A.J. Studer
Studer3,c 1Research School of Chemistry, Australian National University, Canberra 0200, Australia 2Research School of Physics and Engineering, Australian National University, Canberra 0200, Australia 3Bragg Institute, Australian Nuclear Science & Technology Organisation, Lucas Heights 2234, Australia agoossens@rsc.anu.edu.au, bross.whitfield@anu.edu.au, cajs@ansto.gov.au Keywords: Metal injection moulding, neutron diffraction, Rietveld refinement Abstract.
Teo of Ceramet for samples and advice and the Australian Institute of Nuclear Science and Engineering for financial support.
Materials Science and Engineering: A, 424(1-2):282-289, 2006
Advances in powder metallurgy and particulate materials.
International Journal of Powder Metallurgy, 29:47-62, 1993
Online since: January 2013
Authors: Wen Guang Liu, Qiang Zhang, Yang Liu, Wen Fu He
Materials of main members are shown in Table 1.
Fd,max Fd ud ud,max -ud,max -Fd,max Fig.1 Plane arrangement of structural standard story Fig.2 Typical hysteretic curve model of viscous damping wall Table 1 Materials of main members Component Main section size, mm Concrete Steel bar Main beam 200×550,300×650, 400×850 C30 HRB400 Secondary beam 200×400, 200×350 C30 HRB400 Plate 100,120 C30 HPB335 Shear wall 200,300,400 C60 HRB400 Frame column 700×700,800×1300, 900×1400,1000×1500 C60 HRB400 The structure safety degree is 2-level, design working life is 50 years, and earthquake fortification is C-class.
Acknowledgements The writers gratefully acknowledge the financial support of the National Natural Science Foundation of China NO. 90915007, 50878124, 50978160, and Shanghai education project NO. 11zz86.
Beijing, Science Press, 2003.
Journal of southeast university (Natural science Edition), 2002, 32(5):733-736.
Online since: October 2010
Authors: Andrew John Ruys, Ashish D. Diwan, Philip Boughton, G. Roger, James Merhebi, C. Kim, E. Clarke, Negin Amanat, R. Ho
BioFI™ spinal disk prosthesis development [59] (a) BioFI™ TDA, (b) Shore 60A-75D PCU FGM, (c) Hydroxyapatite-PCU radial bioactive FGM Materials & Methods Ovine Model Dimensional Constraints.
This rate allow comparison with standard compression results for other prostheses and materials. 5.
Material properties selected for NiTi-BioFI™ FEA [68-70] Parameter Superelastic NiTi Elastomer Matrix Elastic Modulus [MPa] 35000 6 Poisson’s Ratio 0.3 0.46 Density [kg/m3] 6500 940 Shear Modulus [MPa] 25000 5 Table 3 summarises model material properties assignment.
FSU stiffness was substantially lower than physiologic values due to poor vertebral anchorage rather than motion segment matrix material or reinforcement.
[66] H Wilke et al , Eur Spine J, Vol. 7 (1998) p. 148-154 [67] X Wu et al, Materials and Design 21, 2000 [68] Kraton® Polymers; www.kraton.com; accessed 2010, Kraton Performance Polymers Inc
Online since: June 2024
Authors: Ahmed Faisal Oan, Ali E. Elrefaei, Mostafa Alsaadawi, Mohamed Abdolwahab, Mohamed M. Elshafiey
These materials contribute to the binding properties of the concrete.
Steel fibers, being magnetic, can be separated from the other tire materials like rubber and textiles as presented in Fig.5.
Part V: Mixture design, preparation, mixing, casting, and curing,” Case Studies in Construction Materials, vol. 17, Dec. 2022
Deng, “Tensile Behavior of Hybrid Fiber-Reinforced Ultra-High-Performance Concrete,” Frontiers in Materials, vol. 8, 2021
Deifalla, “A scientometric review of the literature on the incorporation of steel fibers in ultra-high-performance concrete with research mapping knowledge,” REVIEWS ON ADVANCED MATERIALS SCIENCE, vol. 62, no. 1, 2023
Online since: March 2022
Authors: Nur IzieAdiana Abidin, Eeydzah Aminudin, Faridahanim Ahmad, Saeed Salem Binsuwaidan Alsuwaidi Obaid
Retrofitting with solar photovoltaic can be implemented by integrating it to the existing building such as at the building envelope by substitute the cladding materials with PV modules [16] as well as rooftop [2].
A Statistical Package of Social Science (SPSS) was used with several protocols.
Martinopoulos, Life Cycle Assessment of solar energy conversion systems in energetic retrofitted buildings, Journal of Building Engineering. 20 (2018) 256–263 [16] N.
A novel extension decision-making method for selecting solar power systems, International Journal of Photoenergy, International J. of Photoenergy. (2013)
Weinfurter, Optical Sciences, Science And Technology, Springer, New York, 2005
Online since: July 2014
Authors: Shang Kun Ren, Xiao Wen Xi, Ya Fan Zhang, Yin Huang
The results showed that the correlation effect of dual defects produce more severe stress concentration phenomenon on the associated region of ferromagnetic specimen, and had no obvious effect on the edge of ferromagnetic materials; Gradient value K of the normal component H(z) of leakage magnetic field in the specimen, as a parameter evaluation of stress concentration in the specimen, has high reliability in areas without correlation effect, but it has no credibility in areas under dual defect correlation effect.
When dividing grid unit, method of manual control unit size and freedom divide is adopted, making the grid of ferromagnetic material area and the air layer area near prefabricated defects relatively dense and grid away from the prefabricated defects relatively sparse [8-9].
Acknowledgements In this paper, the research was sponsored by the Nature Science Foundation of China (Project No. 51261023).
Journal of Material Engineering, 2009, 11: 009.
Online since: July 2015
Authors: Yun Tian, Li Jun Feng, Tian Zheng Wang
INVESTIGATION ON THE CORROSION BEHAVIOR OF CAST AND EXTRUDE AZ61 MG ALLOYS IN NACL ATMOSPHERE AT HIGH TEMPERATURE AND PRESSURE TIAN YUN1, A *, FENG LIJUN2,B AND WANG TIANZHENG1,C 1 State Grid Shanxi Electric Power Research Institute of SEPC,Taiyuan, Shanxi 030001, China 2 State Grid Shanxi Electric Power dispatch and control center, Taiyuan, Shanxi 030001, China atianyunlcgd@126.com, bdajun065@126.com, cwtz2000@163.com Keywords: Magnesium alloy, Cast, Extrude, AZ61, Corrosion ABSTRACT.WE CHOSE CAST AND EXTRUDE MAGNESIUM ALLOY AZ61 AS MATERIALS AND STUDIED THE INFLUENCES OF TEMPERATURE, HUMIDITY, PRESSURE AND NACL ATMOSPHERE ON THE CORROSION PRODUCTS AND CORROSION MECHANISM BY MEANS OF SEM, EDS AND XRD.
The change of microstructure influence the corrosion resistance of material.
The Journal of Supercritical Fluids, 2004, pp. 1-29
Corrosion Science, 2011, pp. 1348-1361.
Online since: June 2008
Authors: Bo Qin Gu, Ye Chen, D.S. Zhu
Chen: Key Engineering Materials Vol. 353-358 (2007), p. 1243 [2] M.
L Kang: Materials & Design Vol. 24 (2003), p. 639 [12] S.
He: Journal of Alloys and Compounds Vol. 431 (2007), p. 8 [13] H.
Durman: Materials Science and Engineering A Vol. 262 (1999), p. 214- [14] E.J.
The 5th International Conference on Physical and Numerical Simulation of Materials Processing, Zhengzhou (2007), p. 349 [17] D.S.
Online since: December 2010
Authors: Yan Li Guo, Xing You Yao
The finite element program ANSYS7.1 considering the material non-linear and geometry large deformation is used to simulate joints.
The design bending stress of the beam-to-column joint and connection shall satisfy the following: (1) Where σ- bending stress of welds of column face and beam of reduced zone of RBS joints considering combination of seismic action for connection and joint respectively, Mb-design bending moments of welds of column face and beam of reduced zone of RBS joints considering combination of seismic action for connection and joint respectively, Wnx-net section modulus of weld of column face and beam of reduced zone of RBS joints respectively, f - design value of material strength of steel, γRE -seismic adjusting factor for load-bearing capacity,0.9 and 0.75 for connecting weld of column face and beam of reduced zone of RBS joints respectively according to reference [1,10,11]. 2) Bending bearing capacity of beam-to-column joint and connection under rarely earthquake.
Conclusion The non-linear finite element models were established to analysis concrete-filled steel square tubular column and reduced steel beam with circular and long-circular hole in web, considering geometric large deformation and material nonlinear.
Journal of Building Structures (in Chinese), Vol. 25(3) (2005), p.9-16
Journal of Xi’an University of Science & Technology (in Chinese).
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