摘要
采用 Ansys软件对某船闸工程人字门进行了有限元计算 ,并将计算结果与基于《水利水电工程钢闸门设计规范 DL/ T5 0 13- 95》的平面算法进行了比较 .分析了两种算法的结果产生差异的原因 ,以及平面算法的一些缺陷 。
The stress and translation of a miter gate of ship lock are analyzed using the Ansys software.The results are compared with ones by means of the planar arithmetic based on Hydraulic and Hydroelectric Engineering Specification for Design of Steel Gate DL/T5013-95,which indicates that there are some differences between two methods.Then the disadvantages of the planar arithemetic method and the reasons are explained.
出处
《河海大学常州分校学报》
2003年第2期76-80,共5页
Journal of Hohai University Changzhou
