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Length scales interaction in nonlocal plastic strain localization of bars of varying section

机译:在不同截面钢筋的非局部塑性应变局部化中的长度尺度相互作用

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摘要

In computational mechanics, strain softening generates ill-posed boundary value problems, which cannot be solved without being regularized, e.g., through the introduction of an internal length scale. This paper investigates how the internal length scale that is introduced by regularization may interact with the external length scale arising from boundary conditions in the particular case of a strain-softening bar of varying cross section and a nonlocal averaging regularization. The interaction of internal and external length scales is examined using an analytical closed-form solution for overnonlocal softening plasticity that derives from a Fredholm equation of the second kind. In the absence of external length (bars of constant section), the analysis shows that the overnonlocal averaging confines and smoothly distributes plastic strain into a localized band. The localization width, plastic strain distribution inside the band, and load-displacement response are controlled by the internal length of the averaging function and the overnonlocal weighting factor. In the presence of external length (bar of varying section), the analytical solution shows that the localization width is controlled by the interaction of external and internal length scales. This interaction is significant when the external and internal lengths are of comparable magnitude, and decreases when the external length becomes large compared to the internal length. The bandwidth is found to depend on the internal and external lengths and stress level while strain localizes, and to relate only to the internal length when the bar collapses.
机译:在计算力学中,应变软化会产生不适定的边界值问题,如果不对其进行正则化,例如通过引入内部长度标尺,就无法解决。本文研究了由正则化引入的内部长度尺度可能如何与边界条件引起的外部长度尺度相互影响,在这种情况下,应变软化条的横截面有所变化,并且非局部平均正则化。使用从第二种Fredholm方程派生的非局部软化可塑性分析封闭形式解决方案,检查内部和外部长度尺度的相互作用。在没有外部长度(恒定截面的条)的情况下,分析表明,超非局部平均会限制塑性应变并将其平稳地分布到局部带中。定位宽度,带内塑性应变分布以及载荷-位移响应由平均函数的内部长度和非局部加权因子控制。在存在外部长度(变截面条)的情况下,分析解决方案表明,定位宽度受外部和内部长度标尺的相互作用控制。当外部长度和内部长度具有可比较的大小时,此交互作用很明显,而当外部长度与内部长度相比变大时,此交互作用会减小。发现带宽取决于应变局部化时的内部和外部长度以及应力水平,并且当钢筋塌陷时仅与内部长度有关。

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