Dynamic Analysis of Mindlin Plate Subjected to a Moving Mass-Spring-Damper System Using the Moving Element Method

被引:3
作者
Tran, Minh Thi
Truong, Trong Can
Do, Ngoc Thuan
Luong, Van Hai [1 ]
机构
[1] Ho Chi Minh City Univ Technol HCMUT, Fac Civil Engn, 268 Ly Thuong Kiet St Dist 10, Ho Chi Minh City, Vietnam
关键词
Mindlin plate; MEM; a moving mass-spring-damper model; ELASTIC-FOUNDATION; VIBRATION ANALYSIS;
D O I
10.1142/S0219455423501766
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The moving element method (MEM) is applied in this paper to study the dynamic behavior of the Mindlin plate subjected to a moving mass-spring-damper system. Reissner-Mindlin plate theory is utilized to study the plate structure. The plate is modeled by the Isoparametric quadrilateral nine-node element. The governing equation of motion is built into a coordinate system which moves with the moving mass-spring-damper system and is based on the principle of virtual work. The MEM is proposed to solve the governing equation of motion of the plate resting on a Pasternak foundation under the moving mass-spring-damper system including roughness of plate surface which is a dynamic source. Numerical results are investigated and verified by comparing with the published results. The effects of different parameters, such as spring stiffness, damping coefficient and velocity of the moving load system, plate thickness, foundation parameters and roughness of the plate surface on the dynamic response of the Mindlin plate are investigated.
引用
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页数:23
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