基于哈密顿体系的薄壁型钢构件的整体稳定性分析
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河北省自然科学基金资助项目(E2011402057)


The analysis for overall stability of coldformed thin wall steel members using Hamiltonian theory
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    摘要:

    根据薄壁杆件弯扭耦合变形的经典理论,建立轴心压力作用下的薄壁型钢构件的弯扭稳定分析的计算模型,导出拉格朗日函数和拉格朗日方程;并引入对偶变量,将问题导入哈密顿对偶求解体系,建立型钢构件稳定问题的哈密顿正则方程,最后利用混合能的精细积分法及二分法求出临界荷载。本方法思路清晰,计算精度高,可推广应用于变截面构件的稳定性分析。

    Abstract:

    In this paper,a calculation model of Coldformed thinwall steel which under the axialcompression load was set up by using the coupled bendingtorsional deformation classical theory,and then the Lagrange function and the Lagrange equations were got;A Hamiltonian functions wasconstituted by introducing dual variables,the use of Hamiltonian mechanics leaded the question fromthe Lagrange system to the Hamilton dual system,then the Hamilton’s canonical equations whichwere used to analyze stability of thinwalled bar were established.The precise numerical value ofcritical load could be achieved according to the using of dichotomy theory and precise integrationmethod.This method has higher precision and the calculating process is simple and clean.This meth-od can be extended to apply to study the stability of the Variable Crosssection.

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胡启平,王萌萌.基于哈密顿体系的薄壁型钢构件的整体稳定性分析[J].河北工程大学自然版,2013,30(2):1-3

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  • 收稿日期:2013-01-10
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  • 在线发布日期: 2015-01-12
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