摘要
利用弹性体与流体位移运动方程的相似性,将弹性体有限元模式直接用于流体有限元计算,使得整个渡槽流—固耦合系统具有统一的有限元计算模式。数值计算表明,这种流体有限元模式计算简便,易于工程应用,具有较好的计算精度,满足工程计算的要求。
Applying the analogy of motion equations between elasticbody and fluid,the finite element formulation of elastic body can be used in fluid computation,which makes the fluidstructure coupling system of the aqueduct has an unitary formulation for the seismic resistant computation.The examples of the numerical computation show that the displacementbased fluid finite element is straightforward and can be easily applied in practice with a good precision.
出处
《水利学报》
EI
CSCD
北大核心
2003年第2期93-97,共5页
Journal of Hydraulic Engineering
基金
广东省东江-深圳供水改造工程建设总指挥部科研经费资助。
关键词
大型渡槽
抗震
流体
位移有限元
large-scale aqueduct
seismic-resistant analysis
displacement-based finite element