Experimental investigations on microstructure and mechanical properties of wall structure of SS309L using wire-arc additive manufacturing

IF 3.8 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Rakesh Chaudhari , Sakshum Khanna , Jay Vora , Vivek Patel
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Abstract

In present study, a wall structure of SS309L was constructed through Gas metal arc welding based Wire-arc additive manufacturing process. The wall structure of SS309L underwent investigation for microstructure and mechanical properties at three positions along the horizontal deposition direction. Mechanical assessments, including microhardness testing, impact testing, tensile testing, and fractography, were conducted at three positions of walls. Microstructure study has shown a fine granular structure in addition to colony of columnar dendrites in bottom section, a columnar dendrites in middle section, and a mix of dendritic structure with even coarser structures in top section. The mean microhardness values were observed to be 159 ± 4.21 HV, 162 ± 3.89 HV, and 168 ± 5.34 HV for the top, middle, and bottom sections, respectively. Results of impact testing for the wall structure indicated greater strength compared to wrought SS309L. The tensile strength of the built structure showed average values of yield strength, ultimate tensile strength, and elongation to be 409.33 ± 7.66 MPa, 556.66 ± 6.33 MPa, and 39.66 ± 2.33 %, respectively. In comparison, wrought 309 L steel typically exhibits tensile strengths in the range of 360–480 MPa for yield strength, 530–650 MPa for ultimate tensile strength, and 35–45 % elongation. Thus, the obtained tensile strength results for the wall structure fall within the range of tensile strength observed in wrought 309 L steel. Fractography of the tensile and impact specimens, as obtained through Scanning Electron Microscopy, revealed the superior ductility of the fabricated component. This study contributes valuable insights into the manufacturing of wall structure and their analysis regarding mechanical characteristics.

利用线弧快速成型技术对 SS309L 壁结构的微观结构和力学性能进行实验研究
在本研究中,通过基于气体金属弧焊的线弧快速成型工艺,构建了 SS309L 的壁结构。对 SS309L 壁结构沿水平沉积方向三个位置的微观结构和机械性能进行了研究。在墙壁的三个位置进行了力学评估,包括显微硬度测试、冲击测试、拉伸测试和断口分析。微观结构研究显示,底层部分除柱状树枝状突起外,还有细颗粒结构;中层部分为柱状树枝状突起;顶层部分则是树枝状结构与更粗结构的混合。观察发现,顶部、中部和底部的平均显微硬度值分别为 159 ± 4.21 HV、162 ± 3.89 HV 和 168 ± 5.34 HV。墙体结构的冲击测试结果表明,与锻造的 SS309L 相比,其强度更高。建筑结构的抗拉强度显示,屈服强度、极限抗拉强度和伸长率的平均值分别为 409.33 ± 7.66 兆帕、556.66 ± 6.33 兆帕和 39.66 ± 2.33 %。相比之下,锻造 309 L 钢的屈服强度通常为 360-480 兆帕,极限抗拉强度为 530-650 兆帕,伸长率为 35-45%。因此,壁结构的抗拉强度结果属于锻造 309 L 钢的抗拉强度范围。通过扫描电子显微镜获得的拉伸和冲击试样的断面图显示,制造的部件具有优异的延展性。这项研究为壁结构的制造及其机械特性分析提供了宝贵的见解。
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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来源期刊
CiteScore
7.10
自引率
9.80%
发文量
58
审稿时长
44 days
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