考虑初始荷载影响下梁动力特性的有限元分析

张家玮;刘合敏;杨治国;吴亚平;周世军;赵建昌

振动与冲击 ›› 2012, Vol. 31 ›› Issue (12) : 120-124,.

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振动与冲击 ›› 2012, Vol. 31 ›› Issue (12) : 120-124,.
论文

考虑初始荷载影响下梁动力特性的有限元分析

  • 张家玮; 刘合敏; 杨治国; 吴亚平; 周世军; 赵建昌
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The Finite Element Analysis for effect of initial load on dynamical characteristic of Beam

  • ZHANG Jia-wei; YANG Zhi-guo; WU Ya-ping; ZHOU Shi-jun; WANG Chang-feng
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摘要

从非线性弹性理论出发,应用Hamilton原理,给出了考虑初始弯曲和轴向应力影响的一般形式的单元刚度矩阵,建立了考虑初始荷载影响时梁动力分析的有限元方法,编制了电算程序。通过与解析解结果的比较,验证了有限元公式。讨论了初始荷载的类型、大小及结构自身刚度(惯性矩、惯性半径、跨度)等因素在考虑初始弯曲应力影响时对不同约束情况下梁动力特性的影响。结果表明,荷载初始弯曲应力的存在提高了梁的自振频率,这种影响与荷载的大小及结构自身的刚度有关。

Abstract

Based on nonlinear elastic theory and Hamilton’s principle, a generalized element stiffness matrix, which incorporates the effects of flexural as well as axial stresses induced by initial load, is given. A finite element method for dynamic analysis considering the effect of initial load is presented, with corresponding computer programs produced to facilitate the analysis. The formula is validated through a comparison in results with the analytical solution. The effects of key physical factors, including the type and magnitude of initial load, and stiffness parameters such as sectional inertia moment, inertia radius and span, on the dynamic characteristics of the beams with various restraint conditions are discussed with the effect of initial flexural stress considered. The results suggest that the natural frequency of the beam would be enhanced due to the existence of flexural stress induced by initial load and such as effect relates to the magnitude of initial load and stiffness parameters of the beam.

关键词

初始荷载 / 动力特性 / 有限元 / Hamilton原理 / 荷载影响刚度矩阵

Key words

initial load / dynamical characteristics / finite element method / Hamilton’s principle / load-influenced stiffness matrix

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张家玮;刘合敏;杨治国;吴亚平;周世军;赵建昌. 考虑初始荷载影响下梁动力特性的有限元分析[J]. 振动与冲击, 2012, 31(12): 120-124,
ZHANG Jia-wei;YANG Zhi-guo;WU Ya-ping;ZHOU Shi-jun;WANG Chang-feng. The Finite Element Analysis for effect of initial load on dynamical characteristic of Beam[J]. Journal of Vibration and Shock, 2012, 31(12): 120-124,

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