Dissimilar AZ31B magnesium alloy and DC56D steel were welded via AA1060 aluminum alloy by magnetic pulse welding.The effects of primary and secondary welding processes on the welded interface were comparatively invest...Dissimilar AZ31B magnesium alloy and DC56D steel were welded via AA1060 aluminum alloy by magnetic pulse welding.The effects of primary and secondary welding processes on the welded interface were comparatively investigated.Macroscopic morphology,microstructure,and interfacial structure of the joints were analyzed using scanning electron microscope,energy dispersive spectrometer,and X-ray diffractometer(XRD).The results show that magnetic pulse welding of dissimilar Mg/Fe metals is achieved using an Al interlayer,which acts as a bridge for deformation and diffusion.Specifically,the AZ31B/AA1060 interface exhibits a typical wavy morphology,and a transition zone exists at the joint interface,which may result in an extremely complex microstructure.The microstructure of this transition zone differs from that of AZ31B magnesium and 1060 Al alloys,and it is identified as brittle intermetallic compounds(IMCs)Al_(3)Mg_(2) and Al_(12)Mg_(17).The transition zone is mainly distributed on the Al side,with the maximum thickness of Al-side transition layer reaching approximately 13.53μm.Incomplete melting layers with varying thicknesses are observed at the primary weld interface,while micron-sized hole defects appear in the transition zone of the secondary weld interface.The AA1060/DC56D interface is mainly straight,with only a small number of discontinuous transition zones distributed intermittently along the interface.These transition zones are characterized by the presence of the brittle IMC FeAl_(3),with a maximum thickness of about 4μm.展开更多
文中采用主曲线方法对X80高强管线钢环焊缝在韧脆转变区的断裂韧性分布规律进行了系统研究.根据美国材料试验协会(American Society for Testing and Materials,ASTM)标准ASTM E1921-97《过渡区铁素体钢参考温度T_(0)测定的标准试验方法...文中采用主曲线方法对X80高强管线钢环焊缝在韧脆转变区的断裂韧性分布规律进行了系统研究.根据美国材料试验协会(American Society for Testing and Materials,ASTM)标准ASTM E1921-97《过渡区铁素体钢参考温度T_(0)测定的标准试验方法》,开展不同温度条件下的断裂韧性测试,并通过多温度法计算了参考温度T_(0)及不同失效概率下的断裂韧性预测曲线.此外,结合经验公式将夏比冲击能量转化为对应温度下的断裂韧性,与直接通过断裂韧性试验获得的结果进行了对比分析.为验证方法的有效性,收集了实际管道建设中的198组断裂韧性试验数据,通过单温度法确定了T_(0).结果表明,单温度法确定的T_(0)值与试验结果具有良好的一致性.充分证明了主曲线方法在描述X80管道环焊缝韧脆转变行为中的有效性和适用性,为高强管线钢断裂韧性评估提供了理论依据,同时为工程实践中管道完整性评价提供了可靠的方法支持.展开更多
文摘Dissimilar AZ31B magnesium alloy and DC56D steel were welded via AA1060 aluminum alloy by magnetic pulse welding.The effects of primary and secondary welding processes on the welded interface were comparatively investigated.Macroscopic morphology,microstructure,and interfacial structure of the joints were analyzed using scanning electron microscope,energy dispersive spectrometer,and X-ray diffractometer(XRD).The results show that magnetic pulse welding of dissimilar Mg/Fe metals is achieved using an Al interlayer,which acts as a bridge for deformation and diffusion.Specifically,the AZ31B/AA1060 interface exhibits a typical wavy morphology,and a transition zone exists at the joint interface,which may result in an extremely complex microstructure.The microstructure of this transition zone differs from that of AZ31B magnesium and 1060 Al alloys,and it is identified as brittle intermetallic compounds(IMCs)Al_(3)Mg_(2) and Al_(12)Mg_(17).The transition zone is mainly distributed on the Al side,with the maximum thickness of Al-side transition layer reaching approximately 13.53μm.Incomplete melting layers with varying thicknesses are observed at the primary weld interface,while micron-sized hole defects appear in the transition zone of the secondary weld interface.The AA1060/DC56D interface is mainly straight,with only a small number of discontinuous transition zones distributed intermittently along the interface.These transition zones are characterized by the presence of the brittle IMC FeAl_(3),with a maximum thickness of about 4μm.
文摘文中采用主曲线方法对X80高强管线钢环焊缝在韧脆转变区的断裂韧性分布规律进行了系统研究.根据美国材料试验协会(American Society for Testing and Materials,ASTM)标准ASTM E1921-97《过渡区铁素体钢参考温度T_(0)测定的标准试验方法》,开展不同温度条件下的断裂韧性测试,并通过多温度法计算了参考温度T_(0)及不同失效概率下的断裂韧性预测曲线.此外,结合经验公式将夏比冲击能量转化为对应温度下的断裂韧性,与直接通过断裂韧性试验获得的结果进行了对比分析.为验证方法的有效性,收集了实际管道建设中的198组断裂韧性试验数据,通过单温度法确定了T_(0).结果表明,单温度法确定的T_(0)值与试验结果具有良好的一致性.充分证明了主曲线方法在描述X80管道环焊缝韧脆转变行为中的有效性和适用性,为高强管线钢断裂韧性评估提供了理论依据,同时为工程实践中管道完整性评价提供了可靠的方法支持.
