摘要
主要基于三维弹性力学和状态空间法给出了四边简支各向同性矩形层合板自由振动和强迫振动问题的精确解.首先基于三维弹性力学建立了层合板的基本方程,利用状态空间法解决了层合板的自由振动问题,然后根据Lagrange动力学方程求解了层合板受到横向冲击时的强迫振动响应.
Based on the three-dimensional theory of elasticity and the state space approach, this paper studies the free vibration and forced vibration of an isotropic multilayered rectangular plate with four edges simply supported. Firstly, on the basis of the theory of elasticity, the governing equations of a multilayered plate are established and the free vibration response of the laminated panel is obtained by the state space approach. Then the dynamic response of the multilayered plate subjected to an impact loading is obtained from Lagrangian dynamic formulations.
出处
《力学与实践》
CSCD
北大核心
2008年第1期23-26,共4页
Mechanics in Engineering
基金
国家自然科学基金(10602005)
北京市教育委员会共建项目建设计划
关键词
冲击
状态空间法
振动
impact, state space approach, vibration
