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BENDING CAPACITY OF TUBES WITH LUDERS BANDS: INFLUENCE OF GEOMETRIC AND MATERIAL PARAMETERS

机译:带有管带的管的弯曲能力:几何参数和材料参数的影响

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摘要

Previous studies involving a combination of experiment and analysis have shown that when bending a pipe with material that exhibits Luders bands to strain levels of 2-3% the structure develops instabilities that can lead to premature collapse. It has been demonstrated that the associated events and limit states can be consistently simulated using 3D finite elements and an elastic-plastic constitutive model with an up-down-up material response. This paper presents the results of a parametric study of the problem in which a wide range of geometric and material parameters are considered. The parametric study quantifies the boundary between stable and unstable behavior and shows that the bounding values of Luders strain depend on the D/t of the tube and the level of the Luders stress.
机译:先前的涉及实验和分析相结合的研究表明,当使用具有Luders带的材料弯曲管道至2-3%的应变水平时,结构会形成不稳定性,从而导致过早坍塌。已经证明,可以使用3D有限元和具有上下材料响应的弹塑性本构模型来一致地模拟关联的事件和极限状态。本文介绍了对该问题进行参数研究的结果,其中考虑了广泛的几何和材料参数。参数研究量化了稳定行为和不稳定行为之间的边界,并表明Luders应变的边界值取决于管的D / t和Luders应力水平。

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