首页|固态相变对Fe-Co-Ni超高强度钢长臂梁构件焊接-淬火过程应力和变形的影响

固态相变对Fe-Co-Ni超高强度钢长臂梁构件焊接-淬火过程应力和变形的影响

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建立了Fe-Co-Ni超高强度钢板电子束焊热源模型和"热-冶金-力学"耦合有限元模型,通过焊缝截面形貌和残余应力的模拟结果和实测结果对比,验证了耦合有限元模型的可靠性.利用耦合有限元模型模拟了Fe-Co-Ni超高强度钢长臂梁构件的"电子束焊-真空气淬"过程,预测了在焊接-淬火过程中组织转变规律和应力与变形.研究发现,真空气淬是导致超高强度钢构件产生明显变形的主要原因,考虑固态相变的真空气淬过程模拟结果可以获得准确的变形方向和大小.
Effect of Solid-State Phase Transformation on Stress and Distortion for Fe-Co-Ni Ultra-High Strength Steel Components During Welding and Vacuum Gas Quenching Processes
Due to its outstanding all-around performance,Fe-Co-Ni ultra-high strength steel(UHSS)is frequently used in crucial load-bearing components.The UHSS components will be significantly de-formed during the welding and post-welding heat treatment operations,which makes the subsequent as-sembly to satisfy usage requirements a challenge.As a result,it is crucial to simulate the entire manufactur-ing process of UHSS components to investigate and comprehend the laws of stress and distortion in UHSS component weld joints throughout the manufacturing process.In this study,the"thermo-metallurgical-mechanical"coupled finite element model's accuracy is first verified,followed by the development of a heat source model for electron beam welding.The evolution of the microstructure of the weld joint,stress,and distortion in the weld joint of complex components are thus precisely predicted using the linked mod-el throughout the production process of"electron beam welding-vacuum gas quenching".The primary cause of the severe deformation of complex components is vacuum gas quenching.The solid-state phase transformation cannot be ignored in the simulation process of"electron beam welding-vacuum gas quenching"of the complicated components.

Fe-Co-Ni ultra-high strength steelnumerical simulationsolid-state phase transforma-tionresidual stress

张开元、董文超、赵栋、李世键、陆善平

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中国科学院金属研究所 沈阳材料科学国家研究中心 沈阳 110016

中国科学技术大学 材料科学与工程学院 沈阳 110016

沈阳飞机工业(集团)有限公司 沈阳 110034

Fe-Co-Ni超高强度钢 数值模拟 固态相变 残余应力

黑龙江省自然科学基金辽宁省重点研发计划项目

TD2021E0062020JH1/10100001

2023

金属学报
中国金属学会

金属学报

CSTPCDCSCD北大核心
影响因子:0.925
ISSN:0412-1961
年,卷(期):2023.59(12)
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