Modeling dynamic fracture of hydrogen pipe burst incorporating HELP and hydrogen solid solution strengthening mechanism

IF 6.7 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Yang Du , Yixiao Sun , Yuanqi Liu , Fan Zhou , Junyu Zhang , Kun Liu , Liantong Fu , Hao Li , Zhengli Hua
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Abstract

A constitutive model that simultaneously incorporates hydrogen enhanced localized plasticity (HELP) and hydrogen solid solution strengthening was developed. By writing the VUMAT subroutine, it was developed to predict dynamic fracture of hydrogen pipe burst. Burst experiments were conducted on hydrogen-charged pipes with hydrogen concentrations ranging from 0 to 8.70 ppm, and the numerical model was verified in terms of crack propagation behaviors and fracture patterns. Internal gas decompression, crack propagation behavior, crack length and speed were obtained and analyzed in detail. The results showed that the cracks on both sides of the uncharged pipe propagated axially for a certain distance and then stopped. In contrast, the hydrogen-charged pipe exhibited similar initial axial cracks propagation but subsequently both branched, and the branching cracks propagated along the pipe in the circumferential direction. The fracture behavior of the hydrogen-charged pipe was more severe, with pronounced plastic deformation observed in the middle section. Compared to the case of 0 ppm, the axial crack length of hydrogen-charged pipe was reduced by 50-60 mm at 3.46 ppm and by 80-100 mm at 8.70 ppm. Moreover, hydrogen ingress accelerated the crack propagation speed, the maximum crack propagation speed increased by approximately 7 m/s for each 1 ppm increase in hydrogen concentration. It was further revealed that under the damage constitutive model considering the HELP mechanism, the incorporation of hydrogen solid solution strengthening reduced plastic deformation and slowed damage accumulation, thereby delaying crack branching. Compared with the existing models, the constructed model is more accurate in dynamic damage and fracture prediction analysis. It is more consistent with the experiment results.
结合HELP和氢固溶强化机理的氢管爆破动态断裂建模
建立了同时考虑氢增强局部塑性和氢固溶强化的本构模型。通过编写VUMAT子程序,开发了氢爆管动态断裂预测程序。在氢气浓度为0 ~ 8.70 ppm的充氢管道上进行了爆破实验,从裂纹扩展行为和断裂模式两方面对数值模型进行了验证。得到并详细分析了内部气体减压、裂纹扩展行为、裂纹长度和速度。结果表明:不带电管道两侧裂纹沿轴向扩展一定距离后停止;与之相反,充氢管道的初始轴向裂纹扩展相似,但随后都出现分支裂纹,分支裂纹沿管道沿周向扩展。充氢管的断裂行为更为严重,中间部分出现明显的塑性变形。与0 ppm相比,在3.46 ppm时充氢管的轴向裂纹长度减少了50 ~ 60 mm,在8.70 ppm时充氢管的轴向裂纹长度减少了80 ~ 100 mm。氢气的加入加速了裂纹扩展速度,氢气浓度每增加1 ppm,最大裂纹扩展速度增加约7 m/s。进一步揭示了在考虑HELP机制的损伤本构模型下,氢固溶体强化的加入降低了塑性变形,减缓了损伤积累,从而延缓了裂纹分支。与现有模型相比,所构建的模型在动态损伤和断裂预测分析中具有更高的准确性。与实验结果比较吻合。
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来源期刊
International Journal of Impact Engineering
International Journal of Impact Engineering 工程技术-工程:机械
CiteScore
8.70
自引率
13.70%
发文量
241
审稿时长
52 days
期刊介绍: The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them: -Behaviour and failure of structures and materials under impact and blast loading -Systems for protection and absorption of impact and blast loading -Terminal ballistics -Dynamic behaviour and failure of materials including plasticity and fracture -Stress waves -Structural crashworthiness -High-rate mechanical and forming processes -Impact, blast and high-rate loading/measurement techniques and their applications
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