采用WAAM工艺研究了TM-B9 HSLA钢l形组织的显微组织和力学性能

Rakesh Chaudhari , Jash Modi , Souradeep Dutta , Vatsal Vaghasia , Subhas Das , Jay Vora , Subraya Krishna Bhat
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引用次数: 0

摘要

采用基于气体金属弧焊(GMAW)的线弧增材制造(WAAM)工艺,在低碳钢基板上制备了TM-B9低合金钢的l型壁结构。在最佳工艺参数(电压21 V,行程速度5 mm/s,送丝速度6.5 mm/s,气体流速15 L/min)下,构建100层壁,检测熔接无缝,不分离。在不同的位置(角接缝、水平和垂直方向)研究了l型墙。底部、中部和顶部的显微组织分别表现为较为圆润的晶粒组织、具有圆润晶粒的界面枝晶组织、较为圆润的枝晶组织和较细的颗粒组织。经检验的拉伸试验结果表明,水平试件的平均UTS为1160.41±34.92 MPa, YS为927.1±28.2 MPa;垂直试件的平均UTS为1039.81±56.90 MPa, YS为830.0±46.4 MPa。实验结果表明,waam制备的构件的UTS、YS和EL值均超过传统TM-B9低合金钢,具有优异的拉伸性能。冲击试验结果显示垂直和水平试样的可接受值是一致的。对角节点结构进行了MH评价,结果表明,在不同层间,构建板的构建方向呈现均匀性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigating the microstructure and mechanical properties of L-shaped structure of TM-B9 HSLA steels using WAAM process
Gas metal arc welding (GMAW)-based Wire-arc additive manufacturing (WAAM) process has been employed in the present study for fabrication of the L-shaped wall structure of TM-B9 low alloy steel on mild steel substrate plate. A 100-layered wall was built with optimal process parameters (voltage of 21 V, travel speed of 5 mm/s, wire feed speed of 6.5 mm/s, and gas flow rate of 15 L/min), which was detected with seamless fusion and without disbonding. The L-shape wall was investigated at different locations (corner joint, horizontal, and vertical direction). Microstructure at bottom, middle, and top regions has revealed fairly rounded structure of grains, the interface dendritic structures with rounded grains, and fairly dendritic and finer granular structure, respectively. The examined tensile test results have shown the average UTS of 1160.41 ± 34.92 MPa, YS of 927.1 ± 28.2 MPa for horizontal specimens, while UTS of 1039.81 ± 56.90 MPa, YS of 830.0 ± 46.4 MPa for vertical specimens. The experimental findings reveal that the UTS, YS, and EL values of the WAAM-produced components exceed those of conventional TM-B9 low alloy steel, indicating superior tensile performance. Impact test results showed uniform acceptable values for both vertical and horizontal specimens. MH evaluation was carried out at the corner joint structure, and built direction of the built plate has shown uniformity across the different layers.
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