纵向力对弹性梁横向弯矩的影响分析
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摘要
从Timoshenko梁理论出发,推导了纵向受力的弹性梁的刚度矩阵,结合工程实际例子,对纵向受力的时变弹性梁的横向弯矩进行了计算,研究分析了纵向受力对时变弹性梁横向弯矩的影响,为类似工程问题提供了一种切实可行的解决方法,对工程设计具有较重要的参考价值。
The geometric stiffness matrix is developed based upon Timoshenko beam theory for axial-loaded elastic beam in this paper.For an engineering practical example,it is calculated that the transversal bending moment of axial-loaded time-varied elastic beam,and the effects of axial-loaded force on transversal bending moment of time-varied elastic beam are analyzed.The proposed method in this paper is effective for solving similar engineering problem,and is valuable for engineering design.
引文
[1]Cook R.D,Malkus,D.S,Plesha,M.E.and Witt,R.J.(2001).Concepts and applications of finite element analysis[D].fourth edn,John Wiley&Sons Inc.ISBN0-471-35605-0.
    [2]Edward L,Wilson,著.结构静力与动力分析—强调地震工程学的物理方法(原著第四版)[M].中国建筑工业出版社,2006.
    [3]尹云玉.固体火箭载荷设计基础[M].北京:宇航出版社,2007.

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