带腐蚀坑的SS304不锈钢拉伸性能数值分析

Poshadri Chathri, Raghu V Prakash
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引用次数: 0

摘要

在船舶和航空航天应用中,点腐蚀是导致结构失效的主要原因之一,因为裂缝是从坑中开始的。点蚀现象是一种难以预测的腐蚀形式;它是金属表面的局部腐蚀,其中小区域优先腐蚀,导致形成空腔或坑。本研究对厚度为6 mm的奥氏体不锈钢(SS 304)狗骨试样进行了数值模拟,并根据ASTM G46-21标准对其进行了球形凹坑和不同形状凹坑以及不同凹坑长径比的数值模拟。除腐蚀坑位置随机外,腐蚀坑沿加载方向和不同方向放置。结果表明,与无坑相比,有坑的试样的韧性有一定的下降。研究发现,坑的直线方向比随机方向危害更大,其强度和刚度的下降幅度更大。不同形状的凹坑将比相同(球形)的凹坑更快地开始破坏。在比较内线和随机取向时,对于所有宽高比和取向,随机取向和宽高比为1.76的凹坑拉伸力最大,而随机取向和宽高比为1.56的球形凹坑拉伸力最小。随着长径比的增大,强度先减小后增大。长径比为1.76的坑表现出较好的强度和韧性,而长径比为1.56的坑表现出较差的性能。与不同形状的凹坑相比,球形凹坑的应力集中系数(SCF)较低。宽高比为1.76的随机取向坑的SCF最高,为3.508;宽高比为0.69的直线取向坑的SCF最低,为2.866。随着纵横比的增加,所有坑形和方向的SCF都相应增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Analysis of Tensile Behavior of Stainless Steel SS304 With Corrosion Pits
Pitting corrosion is one of the leading causes of structural failure in marine and aerospace applications, as fracture initiates from the pits. The pitting phenomenon is one of the less predictable forms of corrosion; it is a localized corrosion of a metal surface where small areas corrode preferentially, leading to the formation of cavities or pits. In this study, numerical simulations are performed on an austenitic stainless steel (SS 304) dog-bone specimen of a thickness of 6 mm with spherical pits and different shapes of pits as per the ASTM G46-21 standard, as well as with different aspect ratios of pits. The pits were placed either in-line with the loading direction and different orientations, apart from random position of corrosion pits. It was observed that there is a reasonable decrease in the toughness of the sample with pits compared to no-pit conditions. The inline orientation of pits is found to be more harmful than the random orientation of pits, as the decrease in strength and stiffness is more. The different-shaped pits will initiate the failure faster than the identical (spherical) pits. In comparing inline and random orientations, for all aspect ratios and orientations, the highest tensile force is observed for pits with a random orientation and an aspect ratio of 1.76, while the minimum force is seen in spherical pits with a random orientation and an aspect ratio of 1.56. As the aspect ratio increased, strength initially decreased and then increased. Pits with a 1.76 aspect ratio showed greater strength and toughness, whereas the 1.56 ratio demonstrated poor performance. The spherical pits have a lower stress concentration factor (SCF) than different shapes of pits. Random orientation of pits with an aspect ratio of 1.76 had the highest SCF of 3.508, while spherical pits with an inline orientation and a 0.69 aspect ratio exhibit the lowest SCF of 2.866. As the aspect ratio increases, there is a corresponding increase in SCF across all pit shapes and orientations.
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