薄壁杆件屈曲模态分析的力特征约束有限条法
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作者单位:

1.重庆大学土木工程学院;2.纽约州立大学理工学院工程系

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基金项目:

国家重点研发计划 (2019YFD1101003);中央高校基本科研业务费项目 (2019CDXYTM0032)


A force-based constrained finite strip method for buckling modal analysis of thin-walled members
Author:
Affiliation:

1.College of Civil Engineering, Chongqing University;2.Department of Engineering, SUNY Polytechnic Institute

Fund Project:

National Program on Key Research and Development Project (No. 2019YFD1101003); Fundamental Research Funds for the Central Universities (No. 2019CDXYTM0032)

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    摘要:

    “整体(G)、畸变(D)、局部(L)”等基本变形模式的划分是条理化开展薄壁杆件工程计算的必要手段。薄壁杆件的基本变形模式传统上基于几何特征定义,本文提出一套完全基于力特征的基本模式定义。较之当前的广义梁理论和约束有限条法,文中所提出的G、D、L三种基本变形模式关于刚度严格正交,且完整覆盖薄壁杆件全变形域。基于该定义实现了针对薄壁杆件有限条模型的屈曲模态分解和识别。算例表明,本文所提出的基本模式定义和屈曲模态分析方法具有开、闭口和折、曲线形截面的一致适应能力,且剪应变和横向伸缩的影响在基本模式中已得到合理考虑,无需另行讨论。

    Abstract:

    The separation and categorization of the basic “global (G), distortional (D), and local (L)” mode classes are necessary for systematical analysis and design of thin-walled members. This paper proposes a new set of basic mode definitions based totally on the force characteristics, which are opposite to the conventional deformation shape-based definitions. In contrast to the current general beam theory (GBT) and constrained finite strip method (cFSM), the proposed G, D, and L classes span the entire deformation space of the thin-walled member, and are strictly orthogonal to each other with respect to the stiffness of the member. Buckling mode decomposition and identification according to the proposed definitions are realized based on finite strip models of thin-wall members. Numerical examples show consistent applicability of the proposed method to open/closed polygonal/curved cross-sections. Further, effects from shear and transverse extension deformations can be reasonably accommodated in the GDL classes, thus no further separation is needed.

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  • 收稿日期:2021-08-01
  • 最后修改日期:2022-02-25
  • 录用日期:2022-03-26
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