闸墩复杂结构的有限元分析
Finite Element Analysis of Complex Structure of the Sluice Pier
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摘要: 陆浑水库泄洪闸闸墩体型、受力情况及边界条件都较复杂。文章根据闸墩结构特点,利用空间块体单元对闸墩进行有限元离散,计算了该闸墩在荷载作用下的强度与变形,给出了几个典型截面的应力等值线图和变形图,得出一些重要的结论。Abstract: The sluice pier of the reservoir is a concrete structure of big volume,with complex shape,force exerted and boundary condition.Space solid element is used to divide the the sluice pier according to the characteristics of the sluice pier and the strength and deformation are calculated. The equally strong stress figures of several typical sections are presented.Some important conclusions are given.