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附加质量悬臂柱次随从力作用下临界力的精确解
引用本文:薛艳霞,苏振超.附加质量悬臂柱次随从力作用下临界力的精确解[J].五邑大学学报(自然科学版),2011(3):40-44.
作者姓名:薛艳霞  苏振超
作者单位:五邑大学土木建筑学院,广东江门,529020
摘    要:基于相应的微分方程。推导出了次随从力作用下端部附加质量悬臂柱临界力的精确公式。讨论了次随从力参数γ和与集中质量相关的参数η对临界力参数λcr的影响,绘制γ和,η对临界力以及临界力变化率的影响曲线。并对结果进行了分析,所得的结论与数值模拟的结论一致.

关 键 词:悬臂柱  随从力  次随从力  次随从力参数  静态稳定性  临界力

Exact Solution of Critical Force of a Cantilever Column with Tip Mass Subjected to a Subtangential Follower Force
XUE Yan-xia,SU Zhen-chao.Exact Solution of Critical Force of a Cantilever Column with Tip Mass Subjected to a Subtangential Follower Force[J].Journal of Wuyi University(Natural Science Edition),2011(3):40-44.
Authors:XUE Yan-xia  SU Zhen-chao
Institution:XUE Yan-xia,SU Zhen-chao(School of Civil Engineering & Architecture,Wuyi University,Jiangmen 529020,China)
Abstract:The stability of a cantilever column with tip mass subjected to a subtangential follower force was discussed for investigating the effects of these factors on the critical force. Based on the differential equation of the system, the exact formula for the
Keywords:cantilever column  follower force  subtangential follower force  subtangential follower force parameter  static stability  cr
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