Cyclic-elastic behavior in plastically pre-strained lattice structures

Ivan Senegaglia , Giuseppe Macoretta , Tommaso Grossi , Bernardo Disma Monelli
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引用次数: 0

Abstract

The study investigates the evolution of elastic behavior in lattice structures subjected to cyclical loading after pre-straining to various levels of plastic deformation. Triply Periodic Minimal Surface (TPMS) gyroid lattice specimens were fabricated using the Laser Powder Bed Fusion (L-PBF) technique and subjected to controlled steps of compressive pre-straining, inducing plastic deformations. Subsequently, the specimens underwent cyclic loading-unloading tests to characterize their elastic behavior. Stress-strain curves were monitored throughout the testing to determine the apparent elastic modulus (E*) at each cycle. The results demonstrate that E* of pre-strained lattices are not static. The initial cycles after pre-straining exhibit a change in stiffness, with the E* initially increasing depending on the pre-strain level. This behavior is attributed to the morphology of the lattice itself, which is more sensible to local hardening due to an evident bending-dominated mechanical response. Over slight plastic strains, the elastic modulus stabilizes, reaching a new stiffening-to-plastic strain evolution. The magnitude of this shift and the experimental response’s dispersion are found to not be dependent on the pre-strain level.
塑性预应变晶格结构的循环弹性行为
本研究探讨了在预应变至不同塑性变形水平后,晶格结构在周期性加载下的弹性行为演变。采用激光粉末床熔合(L-PBF)技术制备了三周期最小表面(TPMS)陀螺晶格试样,并对其进行了压缩预应变控制步骤,诱导塑性变形。随后,试件进行了循环加载-卸载试验,以表征其弹性行为。在整个试验过程中监测应力-应变曲线,以确定每个周期的表观弹性模量(E*)。结果表明,预应变晶格的E*不是静态的。预应变后的初始循环表现出刚度的变化,随着预应变水平的增加,E*开始增加。这种行为归因于晶格本身的形态,由于明显的弯曲主导的力学响应,它更容易引起局部硬化。在轻微的塑性应变下,弹性模量趋于稳定,达到了一种新的从加强到塑性的应变演化。发现这种位移的大小和实验响应的色散不依赖于预应变水平。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
1.70
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0.00%
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