摘要
研究了三维柔性多体梁系统的非线性动力响应问题。将空间柔性梁的变形分解为轴向变形以及在x-y平面的弯曲变形和在x-z平面的弯曲变形,引用各自的精确振动模态描述变形场,利用拉格朗日乘子法建立起柔性多体梁系统约束非线性动力学方程。结合Newm ark直接积分法和Newton-Raphson迭代法,导出了求解该非线性代数-微分方程组的数值方法。仿真算例证明了该方法的正确性和有效性。
The nonlinear dynamic problems of three dimensional flexible multibody systems are investigated.The(elastic) deformation of flexible spacial beams are decomposed into axial deformation and bending deformation,and(described) by exact vibration modes in each local coordinate systems.The constraint nonlinear dynamic equations are(derived) by using Lagrange multiplier method.A numerical procedure for solving the resulting differential algebraic(equations) is presented based on Newmark direct integration combined with Newton-Raphson iteration.Numerical results show the effectiveness of the proposed method.
出处
《振动与冲击》
EI
CSCD
北大核心
2006年第1期24-27,共4页
Journal of Vibration and Shock
关键词
多体系统
三维柔性梁
非线性
动力响应
multibody system,space flexible beam,nonlinear,dynamic response