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Online since: June 2012
Authors: Long Mei Wang, Xiao Liu
The test materials were melted by a 25 kg vacuum medium frequency induction furnace.
Chinese Journal of Lasers Vol. 35 (2008), p.1830(in Chinese) [4] Hongfei Xu, Sufen Liu, Huashan He, Lijun Shi, Yong He, and Wenqing Wang.
Physics Examination and Testing Vol. 17 (1999), p.38(in Chinese) [5] Xiaofeng Lu, Yi Ding, Boqin Gu, Xiangming Xia, Ruisong Zhu, and Yu Zhai: Compressor Technolog Vol. 42 (2004), p.38(in Chinese) [6] Wenliang Xu, Haoqing Tang, and Yuanning Sun: Baosteel Technology Vol. 26 (2008), p.39(in Chinese) [7] Liping Zhao, Jinfei Wang, Yonglin Ma, and Baoping Xue: Inner Mongolia University of Science and Technology Vol. 28 (2009), p.32(in Chinese) [8] Wang Longmei: Journal of the Chinese Rare Earth Society Vol. 22(2004), p.48.
(Metallurgical Industry Press, China 1993) [10] Ting Du, Qiyong Han, Changzhen Wang: The Rare Earths and Alkaline Earths Physical Chemistry and Applications in Materials (Science Press, China 1995)
Chinese Journal of Lasers Vol. 35 (2008), p.1830(in Chinese) [4] Hongfei Xu, Sufen Liu, Huashan He, Lijun Shi, Yong He, and Wenqing Wang.
Physics Examination and Testing Vol. 17 (1999), p.38(in Chinese) [5] Xiaofeng Lu, Yi Ding, Boqin Gu, Xiangming Xia, Ruisong Zhu, and Yu Zhai: Compressor Technolog Vol. 42 (2004), p.38(in Chinese) [6] Wenliang Xu, Haoqing Tang, and Yuanning Sun: Baosteel Technology Vol. 26 (2008), p.39(in Chinese) [7] Liping Zhao, Jinfei Wang, Yonglin Ma, and Baoping Xue: Inner Mongolia University of Science and Technology Vol. 28 (2009), p.32(in Chinese) [8] Wang Longmei: Journal of the Chinese Rare Earth Society Vol. 22(2004), p.48.
(Metallurgical Industry Press, China 1993) [10] Ting Du, Qiyong Han, Changzhen Wang: The Rare Earths and Alkaline Earths Physical Chemistry and Applications in Materials (Science Press, China 1995)
Online since: May 2011
Authors: Jun Tao Kang, Nan Wang, Chao Zhi Liu, Chang Wu Chen, Ling Li
Introduction
Truss arch bridge ,the arch structure which is inherited double curved arch bridge, is suitable for our geographical environment.Because of its cheaper project cost, convenient construction and saving materials, this kind of structure has been speedily constructed in several cities .Compared with other masonry arch-bridge, trussed arch bridge has some special characters .
The carbon fiber sheets and the supporting resin bonding material used for reinforcement should meet the requirements of the appropriate physical and mechanical properties.
Acknowledgements This paper is sponsored by the Natural Science Foundation of Hubei Province of China (Grant No. 2009CDB095) and the Fundamental Research Funds for the Central Universites (Grant No.2010-IV-062).
Journal of Bridge Engineering. 2000 [2] Sun Xiaoyan, Mo Xijing.
Journal of Chongqing Jiaotong University(Natural Science), vol 27, 2008(11):898-901.
The carbon fiber sheets and the supporting resin bonding material used for reinforcement should meet the requirements of the appropriate physical and mechanical properties.
Acknowledgements This paper is sponsored by the Natural Science Foundation of Hubei Province of China (Grant No. 2009CDB095) and the Fundamental Research Funds for the Central Universites (Grant No.2010-IV-062).
Journal of Bridge Engineering. 2000 [2] Sun Xiaoyan, Mo Xijing.
Journal of Chongqing Jiaotong University(Natural Science), vol 27, 2008(11):898-901.
Online since: August 2011
Authors: Xing Ai, Qing Hua Song
The cutter material is ultrafine grain solid carbide.
In milling experiments, workpiece material is the Al alloy 7050.
Acknowledgments The authors are grateful to the Research Fund for the Doctoral Program of Higher Education of China for supporting this work under grant no. 20100131120030, the China Postdoctoral Science Foundation for supporting this work grant no. 20100481259, and the Science Foundation of Key Laboratory of High-efficiency and Clean Mechanical Manufacture at Shandong University, Ministry of Education.
Huyanan: Journal of Sound and Vibration, 317, 664-686. (2008) [5] Y.D.
Young: International Journal of Machine Tools and Manufacture, 48, 124-134. (2008)
In milling experiments, workpiece material is the Al alloy 7050.
Acknowledgments The authors are grateful to the Research Fund for the Doctoral Program of Higher Education of China for supporting this work under grant no. 20100131120030, the China Postdoctoral Science Foundation for supporting this work grant no. 20100481259, and the Science Foundation of Key Laboratory of High-efficiency and Clean Mechanical Manufacture at Shandong University, Ministry of Education.
Huyanan: Journal of Sound and Vibration, 317, 664-686. (2008) [5] Y.D.
Young: International Journal of Machine Tools and Manufacture, 48, 124-134. (2008)
Online since: September 2014
Authors: Pavel A. Strizhak, Genii V. Kuznetsov, Olga V. Vysokomornaya
For the enterprises which transport hydrocarbons, one of the requirements to an autonomous power plant is the possibility of functioning on the transported raw materials.
Subscripts “1”, “2”, “3” define the vapor-liquid mixture of the heat carrier, the liquid heat carrier, and the material of the condenser tubes.
The material of a condenser tube is steel.
Chudov, Numerical simulation of heat and mass transfer processes, Science, Мoscow, 1984 (in Russian)
Strizhak, Heat and Mass Transfer in the Process of Movement of Water Drops in a High-temperature Gas Medium, Journal of Engineering Physics and Thermophysics, 86, 1 (2013), 62–68
Subscripts “1”, “2”, “3” define the vapor-liquid mixture of the heat carrier, the liquid heat carrier, and the material of the condenser tubes.
The material of a condenser tube is steel.
Chudov, Numerical simulation of heat and mass transfer processes, Science, Мoscow, 1984 (in Russian)
Strizhak, Heat and Mass Transfer in the Process of Movement of Water Drops in a High-temperature Gas Medium, Journal of Engineering Physics and Thermophysics, 86, 1 (2013), 62–68
Online since: March 2011
Authors: Lu Sun, Guo Qun Zhao
An automatic mesh generator for hexahedral element mesh using an improved grid-based method
Lu Sun1,2,a, Guoqun Zhao1,2,b,*
1 Key Laboratory for Liquid-Solid Structural Evolution and Processing of Materials (Ministry of Education), Shandong University, Jinan 250061, PR China
2 Engineering Research Center for Mold & Die Technologies, Shandong University, Jinan 250061, Shandong, PR China
asunlu830518@163.com, bzhaogq@sdu.edu.cn
*Correspondence to: Guoqun Zhao, Engineering Research Center for Mold & Die Technologies, Shandong University, Jinan 250061, Shandong, PR China.
Introduction The finite element method has become one of the most popular tools to solve various science and engineering problems, such as structure analysis, metal forming process, etc.
Acknowledgements This project is supported by National Natural Science Foundation of China (Grant No. 50875155) and Program for Changjiang Scholars and Innovative Research Team in University of Ministry of Education of China (Grant No.
Soni: International Journal for Numerical Methods in Engineering, Vol. 77(2009), p. 1809-1833 [5] C.H.
Im: Journal of Materials Processing Technology Vol. 138(2003), p. 531-537 [7] Y.
Introduction The finite element method has become one of the most popular tools to solve various science and engineering problems, such as structure analysis, metal forming process, etc.
Acknowledgements This project is supported by National Natural Science Foundation of China (Grant No. 50875155) and Program for Changjiang Scholars and Innovative Research Team in University of Ministry of Education of China (Grant No.
Soni: International Journal for Numerical Methods in Engineering, Vol. 77(2009), p. 1809-1833 [5] C.H.
Im: Journal of Materials Processing Technology Vol. 138(2003), p. 531-537 [7] Y.
Online since: January 2012
Authors: Fu Yu Bai, Long Li, Jun Qing Liu
With the development of the calculation theory and application of new material, the span of large span reticulated structures was more and more big, the thickness of component was thinner and thinner, geometry nonlinear of structure improved, and its dynamic characteristics improved significantly, the general elasticity theory analysis had been difficult to meet the demands, therefore, the large span shell structure’s dynamic properties under earthquake effect has become research focus for many scholars and designer.
According to the guiding ideology of structural seismic design, the reasonable seismic design should make a part element of structure into yield and material into plastic under rare earthquake.
Analysis procedure is as follows: (1) Establishing the integral structure model; (2) Defining of material constitutive model, assigning the corresponding unit types and material type of the components, determining the parameters of the dynamic response of structures; (3) Defining boundary conditions of structure model; (4) Applying the vertical load (dead load, live load)and the level wind load; (5) Defining and distributing plastic hinge characteristics value on structure component; (6) Inputting appropriate seismic waves for this field; (7) Elasto-plastic analysis, analyzing the plastic hinge distribution lateral displacement and relative storey displacement of the structure, comprehensive evaluation structural anti-seismic ability.
Mechanics 2010.7 [2] Yan Xiaoming Chen Zhiqiang Jun Biao imitation Wang Chuanjia Wang Qingyang Zhang Jin Wang Xiuxi Redevelop research on the elastic-plastic time-history analysis methods [J] Shenzhen architecture and civil engineering [3] Fan Ke, Experiment research and Theoretical Analysis on Muti-support and Multi-dimensional Earthquake of large span structures [D] Beijing University of Technology 2008 [4] WANG Xu, SHAO Xin-gang, Research on seismic response analysis of steel frames[J] Journal of Hebei University of Engineering(Natural Science Edition) 2009(01)100-101
[5] Sun Jian-mei, Research on Seismic Behayior and Analysis Method of Large Span Space Structures under Multiple Support Excitations [D]: Southeast University 2005 [6] YANG Yang, ZHI Xu-dong, FAN Feng, SHEN Shi-zhao, Dynamic Strength Failure of Schwedler Latticed Shells [J].Journal of Northeastern University (Natural science edition) 2007 (01)125-128 [7] Cao Zhenggang, Fan Feng, Shen Shizhao.Elasto-plastic stability of k8 single-large latticed domes [J].Industrial construction 2007(04) 69-72
According to the guiding ideology of structural seismic design, the reasonable seismic design should make a part element of structure into yield and material into plastic under rare earthquake.
Analysis procedure is as follows: (1) Establishing the integral structure model; (2) Defining of material constitutive model, assigning the corresponding unit types and material type of the components, determining the parameters of the dynamic response of structures; (3) Defining boundary conditions of structure model; (4) Applying the vertical load (dead load, live load)and the level wind load; (5) Defining and distributing plastic hinge characteristics value on structure component; (6) Inputting appropriate seismic waves for this field; (7) Elasto-plastic analysis, analyzing the plastic hinge distribution lateral displacement and relative storey displacement of the structure, comprehensive evaluation structural anti-seismic ability.
Mechanics 2010.7 [2] Yan Xiaoming Chen Zhiqiang Jun Biao imitation Wang Chuanjia Wang Qingyang Zhang Jin Wang Xiuxi Redevelop research on the elastic-plastic time-history analysis methods [J] Shenzhen architecture and civil engineering [3] Fan Ke, Experiment research and Theoretical Analysis on Muti-support and Multi-dimensional Earthquake of large span structures [D] Beijing University of Technology 2008 [4] WANG Xu, SHAO Xin-gang, Research on seismic response analysis of steel frames[J] Journal of Hebei University of Engineering(Natural Science Edition) 2009(01)100-101
[5] Sun Jian-mei, Research on Seismic Behayior and Analysis Method of Large Span Space Structures under Multiple Support Excitations [D]: Southeast University 2005 [6] YANG Yang, ZHI Xu-dong, FAN Feng, SHEN Shi-zhao, Dynamic Strength Failure of Schwedler Latticed Shells [J].Journal of Northeastern University (Natural science edition) 2007 (01)125-128 [7] Cao Zhenggang, Fan Feng, Shen Shizhao.Elasto-plastic stability of k8 single-large latticed domes [J].Industrial construction 2007(04) 69-72
Online since: March 2013
Authors: Wei Li, Ying Li
Functions of construction project management fall into four aspects: specifying project objectives and plans, maximizing resource efficiency through procurement of labor, materials and equipment, implementing various operations through proper coordination and control of planning, design, estimating, contracting and construction in the entire process, developing effective communications and mechanisms for resolving conflicts [3].
The data can be prepared based on English teaching materials Modern Construction Management, by Frank Harris, Ronald McCaffer and Francis Edum-Fotwe, published by Wiley-Blackwell in 2012.
Wang, Journal of Zhejiang University Sciences 6A(2005) 1188-1192
Zhang, Journal of Anhui Agricultural Sciences 37(2009) 10801-108ll.
The data can be prepared based on English teaching materials Modern Construction Management, by Frank Harris, Ronald McCaffer and Francis Edum-Fotwe, published by Wiley-Blackwell in 2012.
Wang, Journal of Zhejiang University Sciences 6A(2005) 1188-1192
Zhang, Journal of Anhui Agricultural Sciences 37(2009) 10801-108ll.
Online since: September 2013
Authors: Hu Peng
Research on a Development Framework of the 3D Interactive System Based on Andriod Phone
Hu Peng
Oxbridge College, Kunming University of Science and Technology,Kunming, Yunnan, 650106
Keywords: Andriod phone; 3D interaction; development framework
Abstract.
Introduction With the improvement of people's life quality and the development of science and technology, mobile phone also gradually becomes the first-choice in mass communication.
This module also collects related materials such as images, data, etc.
Model making According to the overall design scheme and gathering material, through image processing of Photoshop can be used as the map of a 3D model.
Based on the Android mobile terminal application development and research.Journal of computer and modern.2008 [7] Zhang Fengjun.
Introduction With the improvement of people's life quality and the development of science and technology, mobile phone also gradually becomes the first-choice in mass communication.
This module also collects related materials such as images, data, etc.
Model making According to the overall design scheme and gathering material, through image processing of Photoshop can be used as the map of a 3D model.
Based on the Android mobile terminal application development and research.Journal of computer and modern.2008 [7] Zhang Fengjun.
Online since: September 2013
Authors: Yan Yi Zhang, Zu Wen Yan
Due to the fact that J2 is associated with the deviator strain energy of material, Eq. (6) indicates that when the deviator strain energy of material changes to a specific point, the material starts to yield.
Cheng du: Press of Science and Technology University of Chengdu
Journal of the Soil Mechanics and Foundations Division, 103(9):971-986
Journal of Geotechnical Engeneering, 122(7):577-596
[6] Laouafa F., Darve F. (2002): Modeling of slope failure by a material instability mechanism.
Cheng du: Press of Science and Technology University of Chengdu
Journal of the Soil Mechanics and Foundations Division, 103(9):971-986
Journal of Geotechnical Engeneering, 122(7):577-596
[6] Laouafa F., Darve F. (2002): Modeling of slope failure by a material instability mechanism.
Online since: March 2012
Authors: Shu Fang Wang, Xian Da Xu, Cheng Zhong Yang
Supported by:National Nature Science Foundation of China (51168016),Scientific Research Foundation of Jiangxi Provincial Science and Technology Department (2010 BSA17000) and Scientific Research Foundation of Jiangxi Provincial Education Department (GJJ11442).
References [1] Lei Weibin:.Journal of East China Jiaotong University Vol. 24(2007),p.8-12., [2] Qian Jiahuan,Yin Zongze.
[3] Yang Chengzhong,Liu Xinrong.Chinese Journal of Rock Mechanics and Engineering, Vol.29(2010),p. 3321-3328
[5] Yang Chengzhong.Analysis of dynamic response of high rockfill embankment under seismic loads[J].Advanced Materials Research,2011: 4363-4366
[9] Yang Chengzhong,Xu Xianda.Intelligent identification of high rock-filled embankment constitutive model parameters[J].Advanced Materials Research, Vols.183-185(2011): 2139-2142.
References [1] Lei Weibin:.Journal of East China Jiaotong University Vol. 24(2007),p.8-12., [2] Qian Jiahuan,Yin Zongze.
[3] Yang Chengzhong,Liu Xinrong.Chinese Journal of Rock Mechanics and Engineering, Vol.29(2010),p. 3321-3328
[5] Yang Chengzhong.Analysis of dynamic response of high rockfill embankment under seismic loads[J].Advanced Materials Research,2011: 4363-4366
[9] Yang Chengzhong,Xu Xianda.Intelligent identification of high rock-filled embankment constitutive model parameters[J].Advanced Materials Research, Vols.183-185(2011): 2139-2142.