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Plastic buckling of columns and plates

机译:柱和板的塑料弯曲

摘要

The theory of buckling strength of compression members in the plastic range has been extensively studied, and numerical methods already exist which deal with such behaviour. However, there is a significant research interest in developing analytical models for the plastic buckling, largely driven by the need for simplified mechanics based design tools, but also by the desire for enhanced understanding of this complex phenomenon.udA thorough investigation into the inelastic buckling of columns and plates reveals the existence of two well-known inconsistencies recognised as the “Column Paradox” and the “Plate Plastic Buckling Paradox”. In the current research, addressing the conceptual issues related to the plastic buckling of columns and plates, including the two associated paradoxes, has been achieved by means of development and application of analytical models that are verified against nonlinear finite element analysis. These models are based on sound principles of structural mechanics and are intended to illustrate the mechanics of the plastic buckling response of stocky columns/plates by means of a simplified analytical approach, from the point of buckling initiation and considering the post-buckling response. In these models, the Rotational Spring Analogy is used for formulating the geometric stiffness matrix, whereas the material stiffness matrix is obtained with due consideration for the spread of material plasticity.udIt is shown that the buckling of stocky perfect columns starts at the Engesser load while the von Karman upper limit is typically not realised due to tensile yielding at the outer fibre of the column cross-section. Furthermore, it is established that beyond a threshold level of imperfection, as evaluated directly from the developed model,udthe plastic post-buckling response of columns is barely affected by a further increaseudin the out-of-straightness.udBesides identifying previous misconceptions in the research literature, the proposedudanalytical models for the plastic buckling of plates have proven to offer valuable insight into factors that influence the plastic buckling of stocky plates, and hence succeeded in resolving the long-standing paradox. It is the major contention of this thesis, verified through extensive studies, that the “Plate Plastic Buckling Paradox” isudresolved with the correct application of plasticity theory, considering not only theudinfluence of initial imperfections but also the interaction between flexural and planarudactions.
机译:压缩构件在塑性范围内的屈曲强度理论已经被广泛研究,并且已经存在解决这种行为的数值方法。但是,对于塑料屈曲的分析模型的开发存在着极大的研究兴趣,这在很大程度上是由于需要基于简化的力学的设计工具,而且还希望进一步了解这种复杂现象。 ud对非弹性屈曲的彻底研究柱和板的对比揭示了两个众所周知的不一致之处,即“柱悖论”和“板塑料屈曲悖论”。在当前的研究中,通过开发和应用经过非线性有限元分析验证的分析模型,解决了与柱和板塑性屈曲有关的概念性问题,包括两个相关的悖论。这些模型基于结构力学的合理原理,旨在通过简化的分析方法,从屈曲起始点并考虑后屈曲响应,来说明大体积柱/板的塑性屈曲响应的力学。在这些模型中,使用“旋转弹簧类比”来表示几何刚度矩阵,而在考虑材料可塑性分布的情况下获得材料刚度矩阵。 ud表明,厚实的理想柱的屈曲始于Engesser载荷von Karman上限通常由于柱横截面的外部纤维上的拉伸屈服而无法实现。此外,可以确定的是,超出不完善的阈值水平(直接从已开发的模型进行评估), ud的塑性变形后屈曲响应几乎不受进一步增加 udin的不平直度影响。 ud在研究文献中存在误解,对于板的塑性屈曲提出的分析模型已被证明可以为影响板状板的塑性屈曲的因素提供有价值的见解,从而成功解决了长期存在的悖论。经广泛研究证实,本文的主要论点是“板塑性屈曲悖论”在塑性理论的正确应用下得到了彻底解决,不仅考虑了初始缺陷的影响,而且还考虑了弯曲与平面之间的相互作用。 udactions。

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    Jowhari Moghadam Shirin;

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