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首页> 外文期刊>Journal of Constructional Steel Research >Effect of pitting degradation on ductile fracture initiation of steel butt-welded joints
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Effect of pitting degradation on ductile fracture initiation of steel butt-welded joints

机译:点蚀对钢对接接头延性断裂萌生的影响

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摘要

Monotonic tensile experiments and corresponding finite element (FE) analyses including a ductile fracture damage criterion have been conducted to investigate the ductility degradation behaviours of steel butt-welded joints with corrosion pits. The results showed that the ultimate elongation of welded joint samples rapidly decreased because the existence of pits led to the earlier initiation of ductile cracks after necking. Pit location was the main factor affecting ductility degradation, pits located in the weakest region of sectional stiffness were the biggest threat to the overall deformability of welded joints. In addition, both pit depth and aspect ratio had a significant effect on local ductile crack initiation and propagation, the local stress triaxiality and plastic strain accumulation increased steadily with the increase of pit size, resulting in the decrease of equivalent plastic fracture strain. Furthermore, based on the parametric numerical analyses, equivalent ductile fracture criterion considering pitting parameters was proposed to replicate the effects of actual pits on ductility degradation. (C) 2018 Elsevier Ltd. All rights reserved.
机译:已经进行了单调拉伸实验和相应的有限元分析,包括韧性断裂损伤准则,以研究具有腐蚀坑的钢对焊接头的塑性退化行为。结果表明,焊接接头样品的极限伸长率迅速降低,这是因为凹坑的存在导致颈缩后较早出现延性裂纹。凹坑位置是影响延性降低的主要因素,位于截面刚度最弱区域的凹坑是对焊接接头整体变形能力的最大威胁。此外,坑深和长宽比对局部延性裂纹的萌生和扩展都有显着影响,局部应力三轴性和塑性应变累积随着凹坑尺寸的增加而稳定增加,导致等效塑性断裂应变的减小。此外,在参数数值分析的基础上,提出了考虑点蚀参数的等效延性断裂准则,以再现实际点蚀对延性退化的影响。 (C)2018 Elsevier Ltd.保留所有权利。

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