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端板连接中端板反力计算理论的探讨
引用本文:张成雷. 端板连接中端板反力计算理论的探讨[J]. 黑龙江水专学报, 2006, 33(4): 66-68
作者姓名:张成雷
作者单位:河海大学,水利水电工程学院,南京,210098
摘    要:运用ANSYS有限元软件分析了端板连接中端板反力的变化规律,发现传统的计算理论不能确切地反映端板及螺栓的实际受力情况.建议对端板反力随各种因素的变化规律做进一步研究,完善设计理论.

关 键 词:端板连接  端板反力  偏移距离
文章编号:1000-9833(2006)04-0066-03
收稿时间:2006-07-12
修稿时间:2006-07-12

Study on Calculation Theory of Reacting Force in End-plate Connections
ZHANG Cheng-lei. Study on Calculation Theory of Reacting Force in End-plate Connections[J]. Journal of Heilongjiang Hydraulic Engineering College, 2006, 33(4): 66-68
Authors:ZHANG Cheng-lei
Affiliation:College of Water Conservercy and Hydropower, Hohai University,Nanjing 210098,China
Abstract:Through the analysis by ANSYS on regular pattern of variation of reacting force in end-plate connections,some shortcomings are found in traditional theory in describing the force condition of end-plates and bolts.Suggestions are given that further study should be done to perfect the theory of construction design.
Keywords:end-plate connections  reacting force  excursion distance
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