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A combined force/displacement-based constrained finite strip method for modal stability analysis of thin-walled members

机译:基于力/位移的薄壁稳定性分析的基于力/位移的受限有限带方法

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摘要

The objective of this study is to develop a new constrained finite strip method based on a combined force/ displacement approach (fFSM) for thin-walled members with closed, cylindrical, and rounded cornered cross-sections. The classic constrained finite strip method (cFSM) is limited to members with cross-sections consisting of flat plate elements (i.e., polygonal sections). The developed fFSM herein aims to overcome this limit and broaden the computational analysis capability for thin-walled members to aid design. The method is implemented in the semi-analytical FSM by incorporating a new set of mode definitions of the fundamental deformation mode classes: global, local, distortional, warping-only, and transverse extension. The new definitions utilize the appropriate force and displacement relationships based on the transverse local coordinates suitable for both polygon and curved sections, which is different from the current generalized beam theory (GBT) or cFSM definitions, although some of the core mechanics are the same. This implementation is applicable to members with arbitrary cross-sections, including closed and curved cross-sections and sections with rounded corners. The constraint matrices for the fundamental mode classes are constructed using a series of linear mapping of the defined subspaces of the mode classes. Hence, the modal decomposition and identification of the method can be enabled. Numerical examples are presented to compare the solutions with those of the current cFSM from the CUFSM software for open-branch sections. The results show consistent agreement between the two approaches, although slight differences do exist. Then, additional numerical examples are provided to demonstrate the capabilities of the new fFSM in modal decomposition and identification for closed and curved sections and sections with rounded corners.
机译:本研究的目的是基于具有封闭,圆柱形和圆形的横截面的薄壁构件的组合力/位移方法(FFSM)开发一种新的约束的有限带法(FFSM)。经典约束的有限带法(CFSM)限于具有由平板元件(即,多边形部分)组成的横截面的构件。在此开发的FFSM旨在克服这一限制并扩大薄壁构件以帮助设计的计算分析能力。该方法通过结合基本变形模式类的新型模式定义,在半分析FSM中实现:全局,局部,扭曲,扭曲和横向扩展。新定义利用基于适用于两种多边形和弯曲部分的横向局部坐标的适当力和位移关系,这与当前的广义光束理论(GBT)或CFSM定义不同,但是一些核心机制是相同的。该实施适用于具有任意横截面的成员,包括闭合和弯曲的横截面和圆角的截面。基本模式类的约束矩阵使用模式类的定义子空间的一系列线性映射来构造。因此,可以启用模态分解和方法的识别。提出了数值示例以将解决方案与来自CUFSM软件的电流CFSM的解决方案进行比较,用于开放分支部分。结果表明两种方法之间的一致一致,尽管存在轻微的差异。然后,提供了附加数值示例,以展示新的FFSM在模态分解中的能力,以及用于闭合和弯曲部分的识别和圆角的部分。

著录项

  • 来源
    《Thin-Walled Structures》 |2021年第1期|107322.1-107322.18|共18页
  • 作者单位

    Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China;

    SUNY Polytechn Inst Dept Engn Utica NY 13502 USA;

    Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|East China Architectural Design & Res Inst Co Ltd Shanghai 200002 Peoples R China;

    Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China;

    Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China|Chongqing Univ Minist Educ Key Lab New Technol Construct Cities Mt Area Chongqing 400045 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Constrained finite strip method; Elastic buckling analysis; Thin-walled member; Modal decomposition; Modal identification;

    机译:约束有限带法;弹性屈曲分析;薄壁构件;模态分解;模态识别;

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