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Online since: March 2007
Authors: Antonio Javier Sanchez-Herencia
Multilayered materials and coating are complex structures proposed among others to face
the structural requirements of ceramics.
The sequential methods have allowed to fabricate multilayers and graded materials.
Sglavo: Science 283 (1999), 1295 [10] C.
Lange: Science 286 (1999), 102 [13] M.
Ikeda: Journal of the American Ceramic Society 87 (2004), 983 [57] A.
The sequential methods have allowed to fabricate multilayers and graded materials.
Sglavo: Science 283 (1999), 1295 [10] C.
Lange: Science 286 (1999), 102 [13] M.
Ikeda: Journal of the American Ceramic Society 87 (2004), 983 [57] A.
Online since: April 2015
Authors: Cong Ju Li, Mei Xiang Wan, Xin Li
Synthesis and Characterization of Alkyl-substituted Polyaniline by Using Ammonium Persulfate as both Oxidant and Dopant
Xin Li1, a, Meixiang Wan2,b and Congju Li*1,c
1 Beijing Key Laboratory of Clothing Materials R&D and Assessment, School of Materials Science & Engineering, Beijing Institute of Fashion Technology, Beijing 100029, People’s Republic of China
2 Organic Solid Laboratory, Centre for Molecular Sciences, Institute of Chemistry, Chinese Academy of Sciences, Beijing 100190, People’s Republic of China
aclylx@bift.edu.cn, bwanmx@iccas.ac.cn, cclycongjuli@bift.edu.cn
Keywords: Poly(o-toluidine), Poly(m-toluidine), Poly(p-toluidine), Ammonium persulfate, Self-assembly
Abstract.
Experimental Materials.
Ikkala, G. ten Brinke, Functional materials based on self-assembly of polymeric supramolecules, Science, 295 (2002), 2407-2409
Wan, Self-assembly of polyaniline—from nanotubes to hollow microspheres, Advanced Functional Materials 13 (2003) 815-820
Wan, The effect of hydrogen bonding on self-assembled polyaniline nanostructures, Advanced Functional Materials 14 (2004) 693-698
Experimental Materials.
Ikkala, G. ten Brinke, Functional materials based on self-assembly of polymeric supramolecules, Science, 295 (2002), 2407-2409
Wan, Self-assembly of polyaniline—from nanotubes to hollow microspheres, Advanced Functional Materials 13 (2003) 815-820
Wan, The effect of hydrogen bonding on self-assembled polyaniline nanostructures, Advanced Functional Materials 14 (2004) 693-698
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
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: 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
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: July 2012
Authors: Ce Wen Nan, Ming Li, 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
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 2013
Authors: Wen Guang Liu, Wen Fu He, Qiang Zhang, Yang Liu
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.
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: May 2012
Authors: Kuang Chih Pei, Hsuan Chih Yang, Yu Cheng Kan
Consequently, improvement of building a containment structure, including the construction material and design, becomes more significant for researcher and engineer.
Testing Program Materials.
Fig. 6 Toughness of FHC versus steel fiber fraction Fig. 7 Toughness of FNC versus steel fiber fraction Fig. 8 Typical load-displacement curves of heavy concrete with various steel fiber fractions Conclusions The design and construction materials of nuclear facilities concern not only strength but also shielding capacity that prevents radiation leakage.
Acknowledgement This research work is completed under the support, with the grant no. of NSC 89-2211-E-324-023, from National Science Foundation, which is sincerely grateful.
Chang, 2004, March, “Strength and Fracture Toughness of Heavy Concrete with Various Iron Aggregate Inclusions,” Journal of Nuclear Engineering Design, Vol.228, pp.119-127
Testing Program Materials.
Fig. 6 Toughness of FHC versus steel fiber fraction Fig. 7 Toughness of FNC versus steel fiber fraction Fig. 8 Typical load-displacement curves of heavy concrete with various steel fiber fractions Conclusions The design and construction materials of nuclear facilities concern not only strength but also shielding capacity that prevents radiation leakage.
Acknowledgement This research work is completed under the support, with the grant no. of NSC 89-2211-E-324-023, from National Science Foundation, which is sincerely grateful.
Chang, 2004, March, “Strength and Fracture Toughness of Heavy Concrete with Various Iron Aggregate Inclusions,” Journal of Nuclear Engineering Design, Vol.228, pp.119-127
Online since: December 2011
Authors: Tao Deng, Tao Ge
Resistance of penetration
The equation of motion for materials in the pulverized zone is described in a spherical polar coordinate as
(6)
Where is the initial density, is the radial velocity of the particle, andare radial and lateral components of stress tensor respectively.
The state of materials near the penetration can be modeled by the Mohr-Coulomb criterion, as follows: , (7) Where is cohesion; When ,, the equation (7) can transfer to Tresca-Venant criterion.
When, equation (8a) becomes: (8b) Since the exact dynamic condition in the cracked zone has a slightly influence on the final solution, the inertial effect of the material in the cracking zone is neglected.
Chinese Journal of Rock Mechanics and Engineering Vol.24 No.16:pp:2859-2863.(2005) (in Chinese)
Nanjing: Press of PLA University of Science and Technology pp:238-246. (2005) (in Chinese) [7] WANG Ming-yang, GE Tao, WANG Li-yun.
The state of materials near the penetration can be modeled by the Mohr-Coulomb criterion, as follows: , (7) Where is cohesion; When ,, the equation (7) can transfer to Tresca-Venant criterion.
When, equation (8a) becomes: (8b) Since the exact dynamic condition in the cracked zone has a slightly influence on the final solution, the inertial effect of the material in the cracking zone is neglected.
Chinese Journal of Rock Mechanics and Engineering Vol.24 No.16:pp:2859-2863.(2005) (in Chinese)
Nanjing: Press of PLA University of Science and Technology pp:238-246. (2005) (in Chinese) [7] WANG Ming-yang, GE Tao, WANG Li-yun.
Online since: April 2014
Authors: Ji Hong Hu, Xiu Cai Li
Design and Numerical Simulation on
Concrete two-way Slab Strengthened with partially Bonded Steel Plate
HU Jihong1,2, a LI Xiucai2,b
1 School of Science, Wuhan University of Technology, Wuhan 430070, China)
2 Design and Research institute, Wuhan University of Technology, Wuhan 430070, China)
ahujh11@sina.com, b271516860@qq.com
Keywords: partially bonded steel , strengthen design, strength, stiffness, the numerical simulation
Abstract.
According the hotel owner requirements, give up the lightweight plasterboard as partition wall material, and after comprehensive comparison, choose calcium silicon plate as guest room partition wall material whose density is 90 kilograms per square meter; and choose aerated concrete as toilet room partition wall material .
Bond steel strengthening slab numerical simulation Material properties and parameter.
Concrete is complex building material and can be simulate by solid65 element which is hexahedral unit at eight notes.
References [1] Zhang Jiwen ;Teng Jinguang; Lv Zhitao; Huang Yulong The Behavior Two-way Reinfoced Concrete Slabs Externally Strengthened With Steel Plate To Subject Patch Load (China Civil engineering Journal, China 2002.04 p20~25) [2] Design Code for Strengthening Reinforce Concrete Structures (GB50367-2006) (China Building Industry Press, China ,2006) [3] Code for Design of Concrete Structures (GB50010-2010).
According the hotel owner requirements, give up the lightweight plasterboard as partition wall material, and after comprehensive comparison, choose calcium silicon plate as guest room partition wall material whose density is 90 kilograms per square meter; and choose aerated concrete as toilet room partition wall material .
Bond steel strengthening slab numerical simulation Material properties and parameter.
Concrete is complex building material and can be simulate by solid65 element which is hexahedral unit at eight notes.
References [1] Zhang Jiwen ;Teng Jinguang; Lv Zhitao; Huang Yulong The Behavior Two-way Reinfoced Concrete Slabs Externally Strengthened With Steel Plate To Subject Patch Load (China Civil engineering Journal, China 2002.04 p20~25) [2] Design Code for Strengthening Reinforce Concrete Structures (GB50367-2006) (China Building Industry Press, China ,2006) [3] Code for Design of Concrete Structures (GB50010-2010).
Online since: April 2014
Authors: Hui Min Cui
Environmental landscape design of residential refers to the environmental landscape design of residential building; its elements are the material elements and spiritual elements.
As the main living area, people have a material and spiritual demand for residential environment [3].
Green quantity stereo greening can not only increase the living area, soften the building straight lines, so that the building and greenbelt form a natural transition, but also can reduce the roof, wall materials, thermal radiation, reducing the heat island effect local, improve residential microclimate, roof greening as in building insulation building top surface increases, can reduce the top floor indoor temperature, environmental protection and energy saving effect of ecology.
Journal of Architecture, Vol.8 (2010), p.9-11 [2] K.
Science and Technology Information, Vol.13 (2011), p.362-363 [3] G.
As the main living area, people have a material and spiritual demand for residential environment [3].
Green quantity stereo greening can not only increase the living area, soften the building straight lines, so that the building and greenbelt form a natural transition, but also can reduce the roof, wall materials, thermal radiation, reducing the heat island effect local, improve residential microclimate, roof greening as in building insulation building top surface increases, can reduce the top floor indoor temperature, environmental protection and energy saving effect of ecology.
Journal of Architecture, Vol.8 (2010), p.9-11 [2] K.
Science and Technology Information, Vol.13 (2011), p.362-363 [3] G.