Interlayer orientation effects on mechanical response of wire-arc additive manufactured multi-grade steel hybrid sandwich structures

IF 12.8 1区 材料科学 Q1 ENGINEERING, MECHANICAL
Yuezhang Ju , Shun Li , Xiaocong Yang , Xue Yin , Chengning Li , Xinjie Di
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Abstract

In this study, multi-grade steel hybrid sandwich structures with interlayer orientation were designed and fabricated using additive manufacturing (AM) technology. This design effectively combines the high strength from high-grade steel (HGS) and the superior ductility provided by low-grade steel (LGS). Macroscopic digital image correlation (DIC) and in-situ electron backscatter diffraction (EBSD) analyses reveal that the tensile co-coordinated deformation mechanism of two steels is mainly based on staged deformation. During the stretching process, HGS layer is first used to increase the strength of the structure, followed by LGS layer to provide significant deformation capacity. Furthermore, when the deposition direction of both steel layers aligns with the loading direction, the structure completes coordinated deformation only through staging. When there are interlayer orientation differences, coordinates deformation of structure not only through staging, but also relies on the interlayer strain gradients, which drives 66–75 MPa strengthen. On this basis, when the deposition direction of HGS layer is at an angle of 0° to the force direction, it allows cracks to propagate transversely through the martensitic laths, fully exploiting the mechanical advantage of the lath martensite (LM). When the deposition direction of LGS layer is at an angle of 45° to the loading direction, it promotes dislocations to slide along the boundaries, reduces the degree of grain rotation and allows cracks to extend into the ferrite in an inclined manner, maximising the deformability of the material.
层间取向对线弧复合夹层结构力学响应的影响
采用增材制造(AM)技术,设计并制造了具有层间取向的多级钢混杂夹层结构。这种设计有效地结合了高级钢(HGS)的高强度和低级钢(LGS)提供的优越延展性。宏观数字图像相关(DIC)和微观原位电子背散射衍射(EBSD)分析表明,两种钢的拉伸协同变形机制主要基于阶段变形。在拉伸过程中,首先使用HGS层来增加结构的强度,然后使用LGS层来提供显著的变形能力。当两层钢的沉积方向与加载方向一致时,结构只需通过分期完成协调变形。当存在层间取向差异时,结构的协调变形不仅通过分级,而且依赖于层间应变梯度,从而驱动66 ~ 75 MPa的强化。在此基础上,当HGS层沉积方向与受力方向成0°夹角时,允许裂纹沿马氏体板条横向扩展,充分发挥板条马氏体(LM)的力学优势。当LGS层沉积方向与加载方向成45°角时,促进位错沿边界滑动,降低晶粒旋转程度,使裂纹以倾斜方式延伸到铁素体中,使材料的变形能力最大化。
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来源期刊
International Journal of Plasticity
International Journal of Plasticity 工程技术-材料科学:综合
CiteScore
15.30
自引率
26.50%
发文量
256
审稿时长
46 days
期刊介绍: International Journal of Plasticity aims to present original research encompassing all facets of plastic deformation, damage, and fracture behavior in both isotropic and anisotropic solids. This includes exploring the thermodynamics of plasticity and fracture, continuum theory, and macroscopic as well as microscopic phenomena. Topics of interest span the plastic behavior of single crystals and polycrystalline metals, ceramics, rocks, soils, composites, nanocrystalline and microelectronics materials, shape memory alloys, ferroelectric ceramics, thin films, and polymers. Additionally, the journal covers plasticity aspects of failure and fracture mechanics. Contributions involving significant experimental, numerical, or theoretical advancements that enhance the understanding of the plastic behavior of solids are particularly valued. Papers addressing the modeling of finite nonlinear elastic deformation, bearing similarities to the modeling of plastic deformation, are also welcomed.
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