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《Journal of North China Institute of Water Conservancy and Hydroelectric Power》 2010-03
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Finite Element Analysis on Metal Structure of Hoist

LI Quan-cai,LI Heng-can,WU Cui-rong(North China Institute of Water Resources and Hydroelectric Power,Zhengzhou 450011,China)  
Using finite element method,this paper analyzes whether the bidirectional portal hoist can meet itself strength,stiffness and stability requirements on the premise of lightening the steel structure weight.By particularly analyzing various working conditions of the bidirectional portal hoist,the SHELL63 elastic shell element model was created by use of the software ANSYS,then the connection,restriction and load of the metal structure were processed effectively and the stress and deformation of various working conditions were calculated rigorously. The results proved that the strength,stiffness and stability of the hoist metal structure were all less than the admissible and met the requirements.
【CateGory Index】: TV664.3
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【Citations】
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1 HU You-an1,MA Shu-min1,ZHANG Zuo-cheng2,CHEN Tu-jun3(1.College of Mechanical & Electronical Engineering,Hohai Univ.,Changzhou 213022,China;2.China Yangtze Power Co.Ltd.,Yichang 443002,China;3.Guangdong Hanjiang River Bureau,Shantou 515041,China);The Parameterized Finite Element Analysis System of Hydraulic Gate Hoist Structure[J];Journal of Hohai University Changzhou;2006-02
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【Co-citations】
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1 WANG Xin 1 ZHANG Xiao-ling2 GUO Wei- dong1 1.Robities institute,Beijing University of Aeronautics and Astronautics,Beijing 100083,China; 2.Beijing Institute of Graphic Communication,Beijing 102600,China;;Dynamic Simulation of Sway Downward Front Lay Mechanism of Modern Offset Press[A];[C];2008
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