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The polarisation method and the method of equivalent nodal forces: A comparison with other modal decomposition methods in the analysis of coupled instabilities

机译:等效节点力的偏振方法和方法:与耦合不稳定性分析中的其他模态分解方法的比较

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The objective of this paper is to validate the newly proposed polarization method (PM) and the method of the equivalent nodal forces (NFM) and to highlight their distinctive features by comparing them with some more established modal decomposition methods, including mainly the generalized beam theory (GBT) and the constrained finite strip method (cFSM). Modal decomposition methods analyse the deformed shapes of a buckled thin-walled structural member by decomposing them into a linear combination of constituent modes (classical local, distortional and global buckling) augmented with shear and transverse extension modes. An overall comparison of the methods is provided, including practical aspects such as how the buckling modes are generated, and the versatility of these methods when applied to various cross-sectional shapes. Specific technical details are discussed for each method, along with numerical examples focusing on the buckling behaviour of thin-walled structural members under compression. Moreover, considerable attention is paid to the discrepancies between the results yielded by different methods, namely the critical stresses associated with pure local, distortional and global buckling. The numerical examples demonstrate that, in spite of the fact that these four methods stem from different theories, they provide essentially the same extended capabilities for examining and understanding thin-walled member stability. Reasons for the discrepancies between the results are discussed and the conclusion is reached that they are attributed to the differences in the criteria adopted in the various methods of mode generation, particularly in the handling of the membrane strains and stresses. In addition, through this comparison features of the newly proposed methods are unveiled such as greater mesh sensitivity, significantly lower critical stress at extremely short half-wavelengths, and different output regarding distortional buckling of hollow-flange sections.
机译:本文的目的是验证新提出的偏振方法(PM)和等效节点力(NFM)的方法,并通过将它们与更多建立的模态分解方法进行比较来突出显示它们的独特特征,包括主要是广义光束理论(GBT)和约束有限带法(CFSM)。模态分解方法通过将它们分解成构成模式(经典局部,扭曲和全球屈曲)的线性组合来分析弯曲的薄壁结​​构构件的变形形状,以剪切和横向延伸模式增强。提供了对方法的整体比较,包括如何产生屈曲模式的实际方面,以及当应用于各种横截面形状时这些方法的多功能性。对于每种方法讨论了具体的技术细节,以及聚焦在压缩下薄壁结构构件的屈曲行为的数值示例。此外,在不同方法产生的结果之间的差异之间支付了相当大的关注,即与纯局部,扭曲和全球屈曲相关的临界应力。数值示例表明,尽管这四种方法源于不同的理论,但它们提供了基本上相同的延长能力,用于检查和理解薄壁构件稳定性。讨论了结果之间差异的原因,结论是归因于各种模式生成方法中采用的标准的差异,特别是在处理膜菌株和应激的过程中。另外,通过这种比较特征的新提出的方法被推出,例如更大的网格灵敏度,在极短的半波长下显着降低临界应力,以及关于空心凸缘部分的扭曲屈曲的不同输出。

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