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GBT-based cross-section deformation modes for curved thin-walled members with circular axis

机译:基于GBT的圆轴弯曲薄壁构件的截面变形模式

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摘要

This paper presents an improvement of the first-order Generalised Beam Theory (GBT) formulation proposed in [1], which was developed for naturally curved thin-walled members with deformable cross-section and whose undeformed axis is a circular arc with no pre-twist. In this paper, the restrictions on the cross-section shape are removed (in the previous paper only rather simple cross-sections were dealt with) by proposing and discussing a novel and systematic procedure to obtain the cross-section deformation modes for arbitrary flat-walled cross sections (open, closed or "mixed"). The proposed procedure retains the nomenclature of the deformation mode subsets defined in [2,3], even though the kinematic constraints employed to subdivide the modes are much more complex than for prismatic members. A set of representative illustrative examples is presented, involving complex local-distortional-global deformation, to show the efficiency of the proposed procedure when used together with a standard displacement-based GBT finite element. It is demonstrated that extremely accurate results are obtained with rather few DOFs and that the GBT modal solution provides in-depth insight into the structural behaviour of naturally curved members.
机译:本文提出了对[1]中提出的一阶广义梁理论(GBT)公式的改进,该公式是针对具有可变形横截面且其未变形轴为不带预弧形的圆弧的自然弯曲薄壁构件而开发的捻。在本文中,通过提出和讨论一种新颖且系统的方法来获得任意平面的横截面变形模式,从而消除了对横截面形状的限制(在先前的论文中,仅处理了相当简单的横截面)。壁截面(开放,封闭或“混合”)。提议的程序保留了[2,3]中定义的变形模式子集的命名法,即使用来细分模式的运动学约束比棱柱形构件要复杂得多。提出了一组具有代表性的说明性示例,涉及复杂的局部-变形-整体变形,以说明与标准基于位移的GBT有限元一起使用时,所提出程序的效率。结果表明,用很少的自由度就能获得极其准确的结果,而GBT模态解决方案可以深入了解自然弯曲构件的结构行为。

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