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Effect of strut length and orientation on elastic mechanical response of modified body-centered cubic lattice structures

机译:支撑杆长度和方向对变形体心立方晶格结构弹性力学响应的影响

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Lattice structures (LSs) have been exploited for wide range of applications including mechanical, thermal, and biomedical structures because of their unique attributes combining the light weight and high strength. The main goal of this research is to investigate the effect of strut length and orientation on the mechanical characteristics of modified body-centered cubic (BCC) LS subjected to a quasi-static axial compressive loading within linear elastic limit using finite element analysis. In this study, two sets of LS were built and analyzed in commercial finite element software, ABAQUS/CAE/EXPLICIT 6.16, using a "smart procedure," which was developed for this research to reduce the computational time and increase the accuracy of results by creating hexahedral mesh elements. The first set comprises 13 models having fixed strut length with strut angle variation from 40 degrees to 100 degrees with a step of 5 degrees. The second set also includes 13 models; however, having variant strut length, kept constant for a single unit cell and through the entire model but varied from one model to another, with the same strut angle variation as the first set. In addition, the BCC LS with a strut angle of 70.53 degrees was replicated in both sets because it was considered as a reference model to compare the results with it. Furthermore, specimens of the reference model were fabricated by a fused deposition modeling- (FDM) based 3D printer using acrylonitrile butadiene styrene (ABS) material and tested experimentally under compression. Experimental results are observed to be in good agreement with those of the finite element simulation, hence the same loading and boundary conditions were adopted for all other models. It was observed that the fixed strut length BCC LS with a strut angle of 100 degrees offers the highest modulus. However, the highest specific strain energy absorption and specific stiffness as well as the least value of weight were dictated by a variant strut length BCC LS with a strut angle of 40 degrees.
机译:晶格结构(LSs)已被广泛应用于包括机械,热学和生物医学结构在内的各种应用中,因为它们具有结合了轻量级和高强度的独特属性。这项研究的主要目的是使用有限元分析方法,研究支杆长度和方向对在线性弹性极限内承受准静态轴向压缩载荷的修正体心立方(BCC)LS力学特性的影响。在这项研究中,使用“智能程序”在商业有限元软件ABAQUS / CAE / EXPLICIT 6.16中构建和分析了两组LS,旨在减少计算时间并提高结果的准确性。创建六面体网格元素。第一组包括13个模型,这些模型具有固定的支柱长度,其支柱角度从40度到100度以5度为步长变化。第二组还包括13个模型;但是,由于支撑杆长度不同,因此对于单个晶胞并在整个模型中保持恒定,但在一个模型与另一个模型之间却有所不同,其支撑杆角度变化与第一组相同。此外,在两组中都复制了支撑角为70.53度的BCC LS,因为它被视为与结果进行比较的参考模型。此外,参考模型的样本是通过基于熔融沉积建模(FDM)的3D打印机使用丙烯腈丁二烯苯乙烯(ABS)材料制成的,并在压缩下进行了实验测试。实验结果与有限元模拟结果吻合良好,因此所有其他模型均采用相同的载荷和边界条件。观察到,支杆角度为100度的固定支杆长度BCC LS具有最高的模量。但是,最高的比应变能吸收率和比刚度以及最小的重量值由支杆角度为40度的支杆长度BCC LS决定。

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