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Online since: November 2014
Authors: Bing Yang, Yong Xiang Liu, Yong Qiu Mu, Zuo Yi Liu, De Qun Zhou
Chinese medicinal materials GAP is an operation specification for primary agricultural production planting industry.
Zhang: Journal Of Microbiology, Vol.27(2007), p57 [7] J.
He: Journal of Chinese Medicinal Materials, Vol.19 (1995), p11 [8] X.L.
Mao: Henan Science and Technology Press, China 2000 [9] B.
Zhang: Journal of Food Science and Biotechnology, Vol.21 (2002), p99 [14] H.H.
Zhang: Journal Of Microbiology, Vol.27(2007), p57 [7] J.
He: Journal of Chinese Medicinal Materials, Vol.19 (1995), p11 [8] X.L.
Mao: Henan Science and Technology Press, China 2000 [9] B.
Zhang: Journal of Food Science and Biotechnology, Vol.21 (2002), p99 [14] H.H.
Online since: June 2010
Authors: Stuart D. McDonald, Suresh Palanisamy, Luo Cong, Viktor Verijenko, Robert Owen, Matthew S. Dargusch
Yang, C.R.L., Machining Science and Technology, 1998
StJohn, Advanced Engineering Materials, 2007
Yang, C.R.L., Machining Science and Technology, 1998.
StJohn, Advanced Engineering Materials, 2007.
Dargusch, International Journal of Machine Tools & Manufacture ., JSME International Journal, 2006.
StJohn, Advanced Engineering Materials, 2007
Yang, C.R.L., Machining Science and Technology, 1998.
StJohn, Advanced Engineering Materials, 2007.
Dargusch, International Journal of Machine Tools & Manufacture ., JSME International Journal, 2006.
Online since: November 2011
Authors: Jin Li Ding, Qun Nan, You Jun Liu
There are shared surfaces at the connections between two materials.
In order to confirm the continuity of multi-materials, a strategy was proposed as Fig.2 showed.
The different materials were plot with different colors.
Thirdly, Boolean operations were carried out among the whole geometry and other individual materials.
The shaded surfaces were then generated at the connections of multi-materials.
In order to confirm the continuity of multi-materials, a strategy was proposed as Fig.2 showed.
The different materials were plot with different colors.
Thirdly, Boolean operations were carried out among the whole geometry and other individual materials.
The shaded surfaces were then generated at the connections of multi-materials.
Online since: November 2012
Authors: Xiao Yan Luo, Wei Ping Liu
Through numerous tests on rock, the existence of the intermediate principal stress effect has now been well recognized as characteristics of the materials [4] [5].The unified strength theory proposed by YU takes into consideration the effect of all the stresses in the characteristics line field[6], which can reflect the effects of the intermediate principle.
The theory is especially versatile in reflecting effect to different extents for different materials.
[3] Haibin Wang, Bo Gao: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005),p.2113-2118, in Chinese
[6] Maohong Yu: Twin shear theory and its application(Science Press, Beijing 1998), in Chinese
[7] Xiaorong HU, Maohong Yu: Journal of China Coal Society.
The theory is especially versatile in reflecting effect to different extents for different materials.
[3] Haibin Wang, Bo Gao: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005),p.2113-2118, in Chinese
[6] Maohong Yu: Twin shear theory and its application(Science Press, Beijing 1998), in Chinese
[7] Xiaorong HU, Maohong Yu: Journal of China Coal Society.
Online since: September 2013
Authors: Xiao Chun Zhang, Jian Guo Hou, Quan Zhou
The materials’ mechanical parameters are provided in Table 1.
Table 1 Mechanical physical parameters of bridge materials Materials Density (kg/m3) Elastic modulus (MPa) Poisson Ratio Thermal Expansion Coefficient (×10-5/℃) Steel Cable 7850 19500 0.3 1.2 C50 Concrete 2600 5000 0.23 Fig. 1 Bridge beam section Fig. 3 Finite element model of structure Fig. 2 Models of reinforced bridge and steel cables (a) Load position for Load case 1 (b) Load position for Load case 2 (c) Load position for Load case 3 Fig. 4 Three static load cases Result and Discussion Three load cases discussed above are investigated through FEM using ABAQUS software.
All of these results meet both the design and material strength requirements.
China Railway Science, Vol.28 (2007) No.4 p.61 (In Chinese) [2] B.
Journal of South China University of Technology (Natural Science Edition), Vol.32 (2004) No.12 p.47 (In Chinese) [5] B.
Table 1 Mechanical physical parameters of bridge materials Materials Density (kg/m3) Elastic modulus (MPa) Poisson Ratio Thermal Expansion Coefficient (×10-5/℃) Steel Cable 7850 19500 0.3 1.2 C50 Concrete 2600 5000 0.23 Fig. 1 Bridge beam section Fig. 3 Finite element model of structure Fig. 2 Models of reinforced bridge and steel cables (a) Load position for Load case 1 (b) Load position for Load case 2 (c) Load position for Load case 3 Fig. 4 Three static load cases Result and Discussion Three load cases discussed above are investigated through FEM using ABAQUS software.
All of these results meet both the design and material strength requirements.
China Railway Science, Vol.28 (2007) No.4 p.61 (In Chinese) [2] B.
Journal of South China University of Technology (Natural Science Edition), Vol.32 (2004) No.12 p.47 (In Chinese) [5] B.
Online since: September 2013
Authors: Jing Chun Wu, Liu Yang, Yang Zhao, Xiao Long Zhang
Materials and Methods
The source of the sample.
Soniyamby and C.Mariappan: submitted to Journal of New York Science (2011)
[2] Wei Shen, Shulin Yang and Changfa Ning: submitted to Journal of Nanjing University of Science and Technology (2005)
Duff: submitted to Journal of Applied and Environmental Microbiology (1981)
[7] Xinguo Xi and Pu Chen: submitted to Journal of Yancheng Institute of Technology Natural Science Edition (2008).
Soniyamby and C.Mariappan: submitted to Journal of New York Science (2011)
[2] Wei Shen, Shulin Yang and Changfa Ning: submitted to Journal of Nanjing University of Science and Technology (2005)
Duff: submitted to Journal of Applied and Environmental Microbiology (1981)
[7] Xinguo Xi and Pu Chen: submitted to Journal of Yancheng Institute of Technology Natural Science Edition (2008).
Online since: April 2013
Authors: Yoshihiko Ohama, Ota Masahiro
Repair materials for patch repair systems for deteriorated reinforced concrete structures include impregnants for concrete quality modification and improvement, corrosion-inhibiting coating materials for reinforcing bars, patch materials, surface preparation materials and coating materials for finish and protection.
Intelligent Repair Materials.
The polymer-modified mortars using the redispersible polymer powders are used in the fields of coating materials for textured finishes, surface preparation materials for finishing, self-leveling materials, tile adhesives and repair materials.
Kodama, Study on peeling behavior of bond interface of concrete members retrofitted by surface overlaying with polymer cement mortar (in Japanese), Journal of Materials, Concrete Structures and Pavements, JSCE. (732/V-59) (2003) 77-87
Fujita, Study on the durability improvement of concrete surface covering materials (in Japanese), Concrete Journal. 47(2009) 30-36
Intelligent Repair Materials.
The polymer-modified mortars using the redispersible polymer powders are used in the fields of coating materials for textured finishes, surface preparation materials for finishing, self-leveling materials, tile adhesives and repair materials.
Kodama, Study on peeling behavior of bond interface of concrete members retrofitted by surface overlaying with polymer cement mortar (in Japanese), Journal of Materials, Concrete Structures and Pavements, JSCE. (732/V-59) (2003) 77-87
Fujita, Study on the durability improvement of concrete surface covering materials (in Japanese), Concrete Journal. 47(2009) 30-36
Online since: January 2009
Authors: Guo Quan Liu, Xing Yi Li, Xiang Cai Meng, Ling Zhang, Shi Dan Yuan
Study on the Hemolysis Rate and Cytotoxicity Test of Porous
Ultramicron HA Containing Mg
Xingyi LI1,2,a, Guoquan LIU
1, Shidan YUAN
2,b, Ling ZHANG 2, Xiangcai MENG 2
1, School of Materials Science & Engineering, University of Science & Technology
Beijing, China, 100083,
2, College of Materials Science & Engineering, Jiamusi University, China, 154007
a jmsdxlxy@163.com b iambetter23@163.com
Key words: Hydroxyapatite, Porous Materials, Hemolysis Rate, Cytotoxicity
Abstract: The Nano-HA powder was prepared by chemical precipitation.
The hematolysis rate is greater, indicated that the higher degree of hemolysis of materials, and the worse blood compatibility of materials.
Materials Research Bulletin. 2006, 9 (41):1754-1762 [2] E.
Journal of Functional Materials and Devices. 2001, 2(7):152-156 [6] Gao Jiacheng.
Rare Metal Materials and Engineering. 2005, 6(34):903-906
The hematolysis rate is greater, indicated that the higher degree of hemolysis of materials, and the worse blood compatibility of materials.
Materials Research Bulletin. 2006, 9 (41):1754-1762 [2] E.
Journal of Functional Materials and Devices. 2001, 2(7):152-156 [6] Gao Jiacheng.
Rare Metal Materials and Engineering. 2005, 6(34):903-906
Online since: August 2016
Authors: Gideon Bamigboye, Oluwarotimi Michael Olofinnade, Anthony N. Ede, Ayinde A. Raheem, Uche Okorie
Materials and Methods
Materials used for this study were gravel and granite as coarse aggregates; and natural river sand as fine aggregate.
Zaniewski, Materials for Civil and Construction Engineers, 3rd Ed.
The International Journal of Engineering and Science (IJES). 4(3) (2015) 76-84
ACI Material Journal, 87(2) (1990) 103-107
Science, Engineering and Technology Journals. 9(2) (2002) 55-63
Zaniewski, Materials for Civil and Construction Engineers, 3rd Ed.
The International Journal of Engineering and Science (IJES). 4(3) (2015) 76-84
ACI Material Journal, 87(2) (1990) 103-107
Science, Engineering and Technology Journals. 9(2) (2002) 55-63
Online since: October 2014
Authors: Zhi Bin Wang, Xue Chao Chen, Jin Ping Zhuang, Zheng Zhang
With the wide application of aluminium structures, research on the aluminium alloy materials and the aluminium beams are increasing.
With the rapid development of aluminium structures, more and more demands are brought for the study of aluminium materials and members.
Fig. 3 Cyclic bending system For comparison purposes, the static whole section plastic bending bearing capacities of three kinds of specimens with different materials were set to exactly the same, i.e., 12.04 kN·m.
Li: Journal of Building Structures, Vol. 28, No. 6 (2007). p. 100
Li: Journal of Building Structures, Vol. 28, No. 6 (2007). p. 147.
With the rapid development of aluminium structures, more and more demands are brought for the study of aluminium materials and members.
Fig. 3 Cyclic bending system For comparison purposes, the static whole section plastic bending bearing capacities of three kinds of specimens with different materials were set to exactly the same, i.e., 12.04 kN·m.
Li: Journal of Building Structures, Vol. 28, No. 6 (2007). p. 100
Li: Journal of Building Structures, Vol. 28, No. 6 (2007). p. 147.