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Online since: August 2012
Authors: Bin Hu, Xin Luo, Min Zheng, Qiang Ji Peng, Ting Li
Introduction
Belt conveyor is the major equipment in the modern bulk materials transport system, it is a complex system of mechanical and electrical that consist of conveyor belt, drive motor, tumbler, conveyor roller, tension device and other a series of auxiliary equipment, and conveyor is the important component part in the system, which used to carrying and traction.
Simulation of the Starting Process ofBeltConveyor,JournalofNortheasternUniversity(Natural Science),Vol.19,No.3,Jun.1988
[3]Song Weigang,Liu Hongyi,Research on Dynamic and Computer Simulation of the Belt Conveyor,Chinese Journal of Mechanical Engineering,Vol.9,No.9,sep 2003
[5]Xu Zhixiang,Design and Research of Belt Conveyor based on Virtual Prototype,An Hui University Science and Technology,Jun 2007
[9]Li Yangxing,Hao Shuangshuang,Liu Xuntao, Infuluences of rigidity and Damping of Conveyor Belt on the Dynamic Characteristics of Belt Typed Conveyor, Journal of Machine Design,Vol.27,No.2,Feb 2010.
Simulation of the Starting Process ofBeltConveyor,JournalofNortheasternUniversity(Natural Science),Vol.19,No.3,Jun.1988
[3]Song Weigang,Liu Hongyi,Research on Dynamic and Computer Simulation of the Belt Conveyor,Chinese Journal of Mechanical Engineering,Vol.9,No.9,sep 2003
[5]Xu Zhixiang,Design and Research of Belt Conveyor based on Virtual Prototype,An Hui University Science and Technology,Jun 2007
[9]Li Yangxing,Hao Shuangshuang,Liu Xuntao, Infuluences of rigidity and Damping of Conveyor Belt on the Dynamic Characteristics of Belt Typed Conveyor, Journal of Machine Design,Vol.27,No.2,Feb 2010.
Online since: July 2014
Authors: Yue Jing Luo, Qiu Hua Duan, Yan Qing Guo, Dan Dan Zeng
The elastic modulus of the material E is 2.2×105MPa, the yield strength is 210MPa.
Fig.1 The single-story frame bearing concentrated force Fig. 2 The iterative process of the limit load obtained by different method Example 2: In the document [5], the beam used in the test model is rectangular section and it bears symmetrical loading at two points as figure 3.The steel bar in the beam are 2Ф16 and the specific material parameters are shown in table 2.
Acknowledgements This research was supported by the National Natural Science Foundation of China(51209041), the Guangxi Natural Science Foundation(2013GXNSFAA019310, 2012GXNSFEA053002), and the Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety(2013ZDX05, 2012ZDK05) References [1] Binye Xu and Xinsheng Liu: Plastic limit analysis of structures (China Architecture & Building Press, Beijing 1985) , in Chinese
[3] Lufeng Yang, Wei Zhang, Bo Yu : Journal of Pressure Vessels technology Vol. 134(2012), p. 1-7
[4] Wei Zhang, Lufeng Yang and Xiaofeng Han: Journal of Hydraulic Engineering Vol. 40(2009), p. 1175-1183, in Chinese
Fig.1 The single-story frame bearing concentrated force Fig. 2 The iterative process of the limit load obtained by different method Example 2: In the document [5], the beam used in the test model is rectangular section and it bears symmetrical loading at two points as figure 3.The steel bar in the beam are 2Ф16 and the specific material parameters are shown in table 2.
Acknowledgements This research was supported by the National Natural Science Foundation of China(51209041), the Guangxi Natural Science Foundation(2013GXNSFAA019310, 2012GXNSFEA053002), and the Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety(2013ZDX05, 2012ZDK05) References [1] Binye Xu and Xinsheng Liu: Plastic limit analysis of structures (China Architecture & Building Press, Beijing 1985) , in Chinese
[3] Lufeng Yang, Wei Zhang, Bo Yu : Journal of Pressure Vessels technology Vol. 134(2012), p. 1-7
[4] Wei Zhang, Lufeng Yang and Xiaofeng Han: Journal of Hydraulic Engineering Vol. 40(2009), p. 1175-1183, in Chinese
Online since: March 2013
Authors: Yi Zhang, Yi Xian Du, Jin Run Hu
College of Mechanical and Material Engineering, China Three Gorges University, Yichang 443002, China
2.
The material properties are Young’s Modulus E=3.0×107 and Poisson’s Ratio v=0.3.
The material properties are Young’s Modulus E=3×104, Poisson’s Ratio v=0.3 and P=1.
Liu, el al: Journal of Northw estern Polytechnical University, Vol. 26(2008), P. 265 [4] Canh V.
Alves: European Journal of Mechanics A/Solids, Vol. 24(2005), P. 782 [9] G.R.
The material properties are Young’s Modulus E=3.0×107 and Poisson’s Ratio v=0.3.
The material properties are Young’s Modulus E=3×104, Poisson’s Ratio v=0.3 and P=1.
Liu, el al: Journal of Northw estern Polytechnical University, Vol. 26(2008), P. 265 [4] Canh V.
Alves: European Journal of Mechanics A/Solids, Vol. 24(2005), P. 782 [9] G.R.
Online since: August 2013
Authors: Tao Yu, Ping Yi Wang, Yong Qiang Men, Fan Zhang, Li Chen
Using the original soil material, the main physical parameters of that are soil-rock ratio, water content, particle size and the degree of compaction of fragment stone.
Pattern of Landslide material is shown in Fig. 2.
References [1] Edward Noda: Journal of the Waterways, Harbors and Coastal Engineering Division, Vol. 96(1970): P835-855 [2] Yang Wang, K.
Ying: Earth Science, vol 28 (2003): P579-582
[3] X.W.Ren, Y.Q.Tang, Y.X.Dai: Journal of Hydraulic Engineering, vol 40 (2009):P116-119
Pattern of Landslide material is shown in Fig. 2.
References [1] Edward Noda: Journal of the Waterways, Harbors and Coastal Engineering Division, Vol. 96(1970): P835-855 [2] Yang Wang, K.
Ying: Earth Science, vol 28 (2003): P579-582
[3] X.W.Ren, Y.Q.Tang, Y.X.Dai: Journal of Hydraulic Engineering, vol 40 (2009):P116-119
Online since: January 2012
Authors: Jin Xing Lai, Guang Long Zhang, Xiao Wei Liu
The material belongs to elastic-plastic model.
According to Mohr-Coulomb yield criterion adopted in this paper, whether the material reaches damage state is judged by internal stress state, and the material is processed by elastic model if it does not reach damage state, and otherwise it is processed in accordance with the elastic-plastic theory[7].
Overview of Design and Construction of Tunnel With Multiple Arch.West-china Exploration Engineering. 2001,Vol68,No.1:pp54~55 [2] CHEN Shao-hua and LI Yong.Structural analysis for a joined roof tunnel.China journal of highway and thansport. 2000,Vol13,No.1:pp48~51 [3] DENG Jian,ZHU He-hua,DING Wen-qi.
[11] ZHOU Yuhong,ZHAO Yan-ming,CHENG Chong-guo.Optimum analysis on the construction process for joint arch tunnels in partial pressure,Chinese Journal of Rock Mechanics and Engineering ,2002,Vol21,No.5:pp:672~679
[12] LAI Hong-peng,XIE Yong-li and YANG Xiao-hua,Stress characteristics of middle wall in soft-weak surrounding rocks highway multiple-arch tunnel under different stress field, Journal of Chang’an University,2010.Vol30,No.6:pp50~55 [13] XIAO Lin-ping,Study on control base of horizontal displacement of double-arch tunnel,Sichuan Building Science,2010,2:pp103~105
According to Mohr-Coulomb yield criterion adopted in this paper, whether the material reaches damage state is judged by internal stress state, and the material is processed by elastic model if it does not reach damage state, and otherwise it is processed in accordance with the elastic-plastic theory[7].
Overview of Design and Construction of Tunnel With Multiple Arch.West-china Exploration Engineering. 2001,Vol68,No.1:pp54~55 [2] CHEN Shao-hua and LI Yong.Structural analysis for a joined roof tunnel.China journal of highway and thansport. 2000,Vol13,No.1:pp48~51 [3] DENG Jian,ZHU He-hua,DING Wen-qi.
[11] ZHOU Yuhong,ZHAO Yan-ming,CHENG Chong-guo.Optimum analysis on the construction process for joint arch tunnels in partial pressure,Chinese Journal of Rock Mechanics and Engineering ,2002,Vol21,No.5:pp:672~679
[12] LAI Hong-peng,XIE Yong-li and YANG Xiao-hua,Stress characteristics of middle wall in soft-weak surrounding rocks highway multiple-arch tunnel under different stress field, Journal of Chang’an University,2010.Vol30,No.6:pp50~55 [13] XIAO Lin-ping,Study on control base of horizontal displacement of double-arch tunnel,Sichuan Building Science,2010,2:pp103~105
Online since: October 2012
Authors: Shun Hua Zhou, Jian Jia, Yi Xiao Cui
For the model of the open-cut method with tunneling support the reinforcement by grouting ductules is simulated in the way of material replacement, in which the material after the replacement still adopts the Mohr-Columb constitutive model.
Coal Science and Technology, Vol. 29 (2001) No.10, p. 20(In Chinese) [4] Xiong Huang: Railway Engineering, (2007) No.8, p. 83(In Chinese) [5] Technical Codes for Excavation Engineering (DG/TJ08-61-2010), Shanghai: Shanghai Construction and Transportation Committee (In Chinese) [6] Jiawei Zhang: Journal of Railway Engineering Society, Vol. 24 (2007) No.5, p. 86(In Chinese) [7] Qiunan Chen, Wen Wan, Shengquan Yang, et al.
China Safety Science Journal, Vol. 15 (2005) No.5, p.60(In Chinese) [8] Xiangcai Chen: Urban Rapid Rail Transit, Vol. 18 (2005) No.2, p.43(In Chinese) [9] Mingzhou Bai, Zhaoyi Xu, Jing Shi, et al.
Journal of Tianjin University, Vol. 44 (2011) No.7, p.582(In Chinese) [11] Jianlin Yu: Journal of Building Structures, Vol. 23 (2002) No.4, p.65(In Chinese) [12] Jiangwei Zhu, Luosha Yang, Zheng Li, et al.
Sichuan Building Materials Vol. 37 (2011) No.1, p.106(In Chinese) [13] Guobin Liu and Weidong Wang (2009).
Coal Science and Technology, Vol. 29 (2001) No.10, p. 20(In Chinese) [4] Xiong Huang: Railway Engineering, (2007) No.8, p. 83(In Chinese) [5] Technical Codes for Excavation Engineering (DG/TJ08-61-2010), Shanghai: Shanghai Construction and Transportation Committee (In Chinese) [6] Jiawei Zhang: Journal of Railway Engineering Society, Vol. 24 (2007) No.5, p. 86(In Chinese) [7] Qiunan Chen, Wen Wan, Shengquan Yang, et al.
China Safety Science Journal, Vol. 15 (2005) No.5, p.60(In Chinese) [8] Xiangcai Chen: Urban Rapid Rail Transit, Vol. 18 (2005) No.2, p.43(In Chinese) [9] Mingzhou Bai, Zhaoyi Xu, Jing Shi, et al.
Journal of Tianjin University, Vol. 44 (2011) No.7, p.582(In Chinese) [11] Jianlin Yu: Journal of Building Structures, Vol. 23 (2002) No.4, p.65(In Chinese) [12] Jiangwei Zhu, Luosha Yang, Zheng Li, et al.
Sichuan Building Materials Vol. 37 (2011) No.1, p.106(In Chinese) [13] Guobin Liu and Weidong Wang (2009).
Online since: September 2021
Authors: Malik N. Abdikarimov, Zhazira Mukatayeva, Raushan Kh. Turgumbayeva
Iskakov, Effective methods of activation of solid raw materials based on petrobituminous rocks and products of their processing, Kgust.
Aitzhanova, Questions of obtaining silicate material of cellular structure on the basis of local raw materials, Technologies of concrete. 118-119 (2016) 20-22
Series: Natural Sciences. 24 (2013) 139-142
Materials of the international scientific and practical conference. (2017). 107-109
Gearhart, Process for separating bituminous materials with solvent recovery.
Aitzhanova, Questions of obtaining silicate material of cellular structure on the basis of local raw materials, Technologies of concrete. 118-119 (2016) 20-22
Series: Natural Sciences. 24 (2013) 139-142
Materials of the international scientific and practical conference. (2017). 107-109
Gearhart, Process for separating bituminous materials with solvent recovery.
Online since: May 2020
Authors: Yu Bing Gao, Du Qiang Xin
Self-irradiation effect induced by Pu α decay is an important influencing factor for long-term storage of Pu-based materials.
Introduction Pu materials are widely used in national defense and nuclear industry.
Metallurgical and Materials Transactions, 2008, A 39: 1585-1592
Equilibrium thermodynamics of radiation defect clusters in δ-phase Pu-Ga alloys [J], Journal of Nuclear Materials, 2016, 468: 46-55
Structure and phase stability of a Pu-0.32 wt% Ga alloy [J], Journal of Nuclear Materials, 2016, 476: 205-212
Introduction Pu materials are widely used in national defense and nuclear industry.
Metallurgical and Materials Transactions, 2008, A 39: 1585-1592
Equilibrium thermodynamics of radiation defect clusters in δ-phase Pu-Ga alloys [J], Journal of Nuclear Materials, 2016, 468: 46-55
Structure and phase stability of a Pu-0.32 wt% Ga alloy [J], Journal of Nuclear Materials, 2016, 476: 205-212
Online since: September 2014
Authors: Hong Wei Liu, Cai Bo Xiao
[4]Halim S., Miller T. and Dupont D.C.: How Pension Funds Manage Investment Risks: A Global Survey, Rotman International Journal of Pension Management, Vol.3 (2010)No2,p.30-39
[8]Ryan, R.J. and Fabozzi, F.J.: The pension crisis revealed ,The Journal of Investing ,Vol.12 (2003) No2,p.43-48
Clem: submitted to Journal of Materials Research ,(2003)
[20]Edmund Cannon and Ian Tonks: The Value and Risk of Defined Contribution Pension Schemes: International Evidence, Journal of Risk and Insurance, Vol. 80(2013), Issue 1, pp96-100
[21]Wang Zhaohua: Management and Service Science(Wu han, China, Sept.20-22, 2009).
[8]Ryan, R.J. and Fabozzi, F.J.: The pension crisis revealed ,The Journal of Investing ,Vol.12 (2003) No2,p.43-48
Clem: submitted to Journal of Materials Research ,(2003)
[20]Edmund Cannon and Ian Tonks: The Value and Risk of Defined Contribution Pension Schemes: International Evidence, Journal of Risk and Insurance, Vol. 80(2013), Issue 1, pp96-100
[21]Wang Zhaohua: Management and Service Science(Wu han, China, Sept.20-22, 2009).
Online since: February 2014
Authors: Ai Xia Ding, Si Si Shen
Taniar, XML data update management in XML-based database, Journal of Computer and System Sciences, 2008, vol.74, pp.172-194
Yusong, Establishment of the logistics Information standards, Journal of Ningbo Uniwesity (NSEE), 2012, vol. 25, pp. 107-111
Wang, Research on the Integrated E-learning platform under the environment of We-media, Journal of Ningbo Uniwesity (NSEE), vol.25, pp. 49-54,2012
Sriram, Product Information Exchange: Practices and Standards, Journal of Computing and Information Science in Engineering, vol. 5, pp. 238-246, 2005
[7] D.Aixia and D. wang, The security experience of wireless local area network at Ningbo University, Advanced Materials Research, vol.488-489, pp. 1603-1608,2012.
Yusong, Establishment of the logistics Information standards, Journal of Ningbo Uniwesity (NSEE), 2012, vol. 25, pp. 107-111
Wang, Research on the Integrated E-learning platform under the environment of We-media, Journal of Ningbo Uniwesity (NSEE), vol.25, pp. 49-54,2012
Sriram, Product Information Exchange: Practices and Standards, Journal of Computing and Information Science in Engineering, vol. 5, pp. 238-246, 2005
[7] D.Aixia and D. wang, The security experience of wireless local area network at Ningbo University, Advanced Materials Research, vol.488-489, pp. 1603-1608,2012.