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Online since: April 2021
Authors: A.M. Stolyarov, Marina V. Potapova, Ye.A. Buneyeva
Progress in Energy and Combustion Science, 26(3) (2000) 161-223
Journal of Coatings Technology and Research, 11(1) (2014) 89-93
Metallurgical and Materials Trans-actions B, 37(3) (2006) 361-379
Journal of Crystal Growth, 152(3) (1995) 221-227
Journal of Applied Physics, 35(10) (1964) 2986-2993
Journal of Coatings Technology and Research, 11(1) (2014) 89-93
Metallurgical and Materials Trans-actions B, 37(3) (2006) 361-379
Journal of Crystal Growth, 152(3) (1995) 221-227
Journal of Applied Physics, 35(10) (1964) 2986-2993
Online since: January 2015
Authors: Xian Min Zhang, Qian Dong, Wei Zhang
Structure and material parameters are shown in Table 1.
Pavement structure and material parameters Structure layer Thickness(m) Elastic modulus(MPa) Poisson ratio concrete pavement 0.36 36000 0.15 cement stabilized macadam base 0.40 1500 0.25 foundation 13.0 60 0.35 Aircrafts selection and main landing gear configurations Aircrafts which load same but significantly differ in main landing gear configurations are selected from common airliners and they are acted on pavement.
Acknowledgements This work was financially supported by the National Science Foundation of China (grant No. 51178456) References [1].Qiaosheng Li, Derong Wang .Response analysis of a cement concrete pavement structure with multi-wheel loading [J], Journal of Vibration and Shock2010, 29 (2): 75-78(In Chinese) [2].Daoxin Wei.
Journal of Highway and Transportation Research and Development, 2010, 27(12):21-26(In Chinese) [3].
Mechanical responses of rigid airport pavement to multiple-gear military aircraft loadings [J], China Civil Engineering Journal, 2007, 4(4):60-65.
Pavement structure and material parameters Structure layer Thickness(m) Elastic modulus(MPa) Poisson ratio concrete pavement 0.36 36000 0.15 cement stabilized macadam base 0.40 1500 0.25 foundation 13.0 60 0.35 Aircrafts selection and main landing gear configurations Aircrafts which load same but significantly differ in main landing gear configurations are selected from common airliners and they are acted on pavement.
Acknowledgements This work was financially supported by the National Science Foundation of China (grant No. 51178456) References [1].Qiaosheng Li, Derong Wang .Response analysis of a cement concrete pavement structure with multi-wheel loading [J], Journal of Vibration and Shock2010, 29 (2): 75-78(In Chinese) [2].Daoxin Wei.
Journal of Highway and Transportation Research and Development, 2010, 27(12):21-26(In Chinese) [3].
Mechanical responses of rigid airport pavement to multiple-gear military aircraft loadings [J], China Civil Engineering Journal, 2007, 4(4):60-65.
Online since: October 2011
Authors: Lu Feng Yang, Yong Feng Luo, Hui Juan Liu
With material and geometry nonlinear factors considered, the structural maximum deformation is investigated until it increases suddenly.
Tab.1 Members of the structure with 90m span and 11.25m rise members f/L material types 1/10 1/8 1/6 upper structure Φ225×8.5 Φ210×8 Φ195×7.5 Q235 struts Φ89×4 Φ89×4 Φ89×4 Q235 radical cables 6×19Φ18.5 6×19Φ18.5 6×19Φ18.5 7Φ4 hoop cables 6×19Φ24.5 6×19Φ24.5 6×19Φ24.5 7Φ4 (a) Upper reticulated shell (b) Hoop and radical cables Fig.1 Node numbers in the numerical model Figure 2 shows structural configurations for different A.
Acknowledgements National Natural Science Foundations of China(50768001) References [1] Mamoru Kawaguchi, Masaru Abe, Ikuo Tatemichi.Design, Tests and Realization of 'Suspen-dome' System[J].Journal of the IASS,1999,40(131),179~192 [2] Shi Jie.
JOURNAL OF BUILDING STRUCTURES,2003, 24(3):1-9.
CHINA CIVIL ENGINEERING JOURNAL,2001,Vol.33(6):17-24.
Tab.1 Members of the structure with 90m span and 11.25m rise members f/L material types 1/10 1/8 1/6 upper structure Φ225×8.5 Φ210×8 Φ195×7.5 Q235 struts Φ89×4 Φ89×4 Φ89×4 Q235 radical cables 6×19Φ18.5 6×19Φ18.5 6×19Φ18.5 7Φ4 hoop cables 6×19Φ24.5 6×19Φ24.5 6×19Φ24.5 7Φ4 (a) Upper reticulated shell (b) Hoop and radical cables Fig.1 Node numbers in the numerical model Figure 2 shows structural configurations for different A.
Acknowledgements National Natural Science Foundations of China(50768001) References [1] Mamoru Kawaguchi, Masaru Abe, Ikuo Tatemichi.Design, Tests and Realization of 'Suspen-dome' System[J].Journal of the IASS,1999,40(131),179~192 [2] Shi Jie.
JOURNAL OF BUILDING STRUCTURES,2003, 24(3):1-9.
CHINA CIVIL ENGINEERING JOURNAL,2001,Vol.33(6):17-24.
Online since: October 2011
Authors: Wen Tang Xia, Xue Jiao Zhou, Jian Guo Yin
Extraction of copper and cobalt from nickel chloride solution with N235
Xuejiao Zhoua, Wentang Xiab, Jianguo Yinc
School of Metallurgical and Materials Engineering, Chongqing University of Science and Technology, Chongqing 401331, China
azxj040203017@126.com, bwentangx@163.com, cyjg06@163.com
Keywords: solvent extraction; nickel chloride; copper; cobalt
Abstract: Copper and cobalt were extracted from nickel chloride solution with N235.
Zhu: The Chinese Journal of Nonferrous Metals Vol. 10 (2000), p. 723-727.
Xu: The Chinese Journal of Nonferrous Metals Vol. 15 (2005), p. 806-812.
Zhu: The Chinese Journal of Process Engineering Vol. 1 (2001), p.360-364.
Zhu: The Chinese Journal of Nonferrous Metals Vol. 10 (2000), p. 723-727.
Xu: The Chinese Journal of Nonferrous Metals Vol. 15 (2005), p. 806-812.
Zhu: The Chinese Journal of Process Engineering Vol. 1 (2001), p.360-364.
Online since: September 2007
Authors: Hong Liang Li, Hong Li, Guang Cai Han
There are lots of materials obtained by theoretical research and
earthquake damage investigation.
Acknowledgments Thanks for the support by the Natural Science Foundation of Heilongjiang Province(A2004-07) and the Basis Research Foundation of Harbin Engineering University(HEUFP05007).
International Journal of Solids and Structures,Vol.29,No.19,p.2355-2367(1992)
[4] Li HongLiang, Liu DianKui: Interaction of SH-Waves by Cracks with Circular Inclusion(in Chinese).Journal of Harbin Engineering University, Vol.25,No.5,p.618-622(2004)
Journal of Harbin Engineering University, Vol.27,No.4,p.514-518(2006).
Acknowledgments Thanks for the support by the Natural Science Foundation of Heilongjiang Province(A2004-07) and the Basis Research Foundation of Harbin Engineering University(HEUFP05007).
International Journal of Solids and Structures,Vol.29,No.19,p.2355-2367(1992)
[4] Li HongLiang, Liu DianKui: Interaction of SH-Waves by Cracks with Circular Inclusion(in Chinese).Journal of Harbin Engineering University, Vol.25,No.5,p.618-622(2004)
Journal of Harbin Engineering University, Vol.27,No.4,p.514-518(2006).
Online since: January 2014
Authors: Gen Yang Cao, Xin Fang Xiao, Wei Lin Xu
In recent years, ramie fiber of bast fiber crops natural textile materials is becoming more and more important in our country [2-3].
References [1] Chen Xiongwei: Journal of China MaYe Science Vol. 29 (2007), p. 77 [2] Jiang Fanchang: Journal of Ramie Textile Technology Vol. 10 (1995), p. 3 [3] Sunlin: Journal of Chemical Fiber and Textile Technology Vol. 2 (2004), p. 20
References [1] Chen Xiongwei: Journal of China MaYe Science Vol. 29 (2007), p. 77 [2] Jiang Fanchang: Journal of Ramie Textile Technology Vol. 10 (1995), p. 3 [3] Sunlin: Journal of Chemical Fiber and Textile Technology Vol. 2 (2004), p. 20
Online since: September 2013
Authors: Fu Long Zhao, Xiao Li Wang, Qing Ping Li, Yong Tian
Research on Template Concrete Board Security of Early Removal Connection Attached Support-System
Fulong Zhao1,a, Yong Tian1,b, Qingping Li1,c Xiaoli Wang1,d
1Guizhou construction science Research & Design Institute limited company of CSCEC,
Guizhou Guiyang, 550006, China
a308369555@qq.com, b506363252@qq.com, c373180093@qq.com, d358385591@qq.com
Keywords: Template support-system, Concrete board, Early strength of concrete, Most adversely model.
Design and make the manufacture of fittings welded to the material with Q235. φ48 pipe wall thickness 3.0 or 3.5mm steel pipe which is formed on top of the bar in the early removal system.
Electronic Journal of Structural Engineering,2001(2):111-119
[4]Barzegar,Maddipudi,Srinivas,Three-Dimensional Modeling of Concrete Structures.1:Plain Concrete Structures.1:Plain Concrete, Journal of Structural Engineering,1997,123(10:1339-1346
Electronic Journal of Structural Engineering, 2001(2):111-119.
Design and make the manufacture of fittings welded to the material with Q235. φ48 pipe wall thickness 3.0 or 3.5mm steel pipe which is formed on top of the bar in the early removal system.
Electronic Journal of Structural Engineering,2001(2):111-119
[4]Barzegar,Maddipudi,Srinivas,Three-Dimensional Modeling of Concrete Structures.1:Plain Concrete Structures.1:Plain Concrete, Journal of Structural Engineering,1997,123(10:1339-1346
Electronic Journal of Structural Engineering, 2001(2):111-119.
Online since: May 2013
Authors: Jian Qing Wang, Xi Jing Zhu
Acknowledgements
The subject is supported by the National Natural Science Foundation (50975265).
Key Engineering Materials. 2008, 359-360 : 494-498
International Journal of Machine Tools & Manufacture. 2008, 48: 832-840
Journal of Sound and Vibration.2007, 301(3-5): 950-962
JOURNAL OF MECHANICAL ENGINEERING, 2010,46(5):68-73.
Key Engineering Materials. 2008, 359-360 : 494-498
International Journal of Machine Tools & Manufacture. 2008, 48: 832-840
Journal of Sound and Vibration.2007, 301(3-5): 950-962
JOURNAL OF MECHANICAL ENGINEERING, 2010,46(5):68-73.
Online since: February 2012
Authors: Yong Ping Hao, Jia Yi Zhang, Long Fei Zhao
Acknowledgements
This work was financially supported by the LiaoNing Natural Science Foundation (201102182).
References [1] Min Hu, Xioahong Jiang and Jiaoying Shi: Chinese Journal of computer aided design and computer graphics Vol. 12 (2000), p. 777 (In Chinese) [2] X.
Zuo: Key Engineering Materials Vol. 392–394(2009), p. 1006
[3] Ying Hou, Yuanjun He and Zhigang Hu: Chinese Journal of computer engineering Vol. 29(2003), p. 180.
[5] Bin Qin, Chunping Yan and Fei Liu: Chinese Journal of computer engineering Vol. 35(2009), p. 184.
References [1] Min Hu, Xioahong Jiang and Jiaoying Shi: Chinese Journal of computer aided design and computer graphics Vol. 12 (2000), p. 777 (In Chinese) [2] X.
Zuo: Key Engineering Materials Vol. 392–394(2009), p. 1006
[3] Ying Hou, Yuanjun He and Zhigang Hu: Chinese Journal of computer engineering Vol. 29(2003), p. 180.
[5] Bin Qin, Chunping Yan and Fei Liu: Chinese Journal of computer engineering Vol. 35(2009), p. 184.
Online since: November 2013
Authors: Ji Hong Feng, Kai Xiang Li, Hua Juan Bai, Hao He
With the development of the modern medical science and technology, the routine urine examination has realized the automation to improve the speed and accuracy of urine analysis to some extent, but these instruments are expensive and complex to operate, so the automatic analysis can’t completely replace the traditional microscopy urine sediment test [4,5].
Fig. 1 Experiment device Experimental materials A urinary sediment quantitative analysis plate with 10 counting pools can detect 10 urinary specimens, shown in Figure 2.
International Journal of Laboratory Medicine, 2012, 33(11):1391-1392.
International Journal of Laboratory Medicine, 2011, 32(5):557-559.
Chinese Journal of Trauma and Disability Medicine, 2012, 20(8):82-83.
Fig. 1 Experiment device Experimental materials A urinary sediment quantitative analysis plate with 10 counting pools can detect 10 urinary specimens, shown in Figure 2.
International Journal of Laboratory Medicine, 2012, 33(11):1391-1392.
International Journal of Laboratory Medicine, 2011, 32(5):557-559.
Chinese Journal of Trauma and Disability Medicine, 2012, 20(8):82-83.