不同焊接方法下S1300QL钢接头的力学性能

M. Łomozik
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引用次数: 2

摘要

本文介绍了高强度淬火钢在各工业部门的应用,以及高强度淬火钢各牌号的发展情况。研究性的测试涉及到7毫米厚的平对接接头钢种S1300QL,使用以下方法:焊接TIG, A-TIG,杂志,涉及使用的熔滴浮出水面线,镁方法涉及使用单线,T.I.M.E.方法涉及使用单线,激光焊接方法不使用填充金属,混合(HLAW)方法涉及使用金属药芯焊丝,电子束焊接不使用填充金属。对淬火钢S1300QL采用不同焊接方法焊接接头的力学性能进行了研究。采用激光焊接法、混合焊接法和电子束焊接法制作的接头抗拉强度高于钢S1300QL的最小屈服点,达到1300 MPa。反过来,采用弧焊方法制作的S1300QL钢接头的抗拉强度低于钢的最小屈服点。所有的测试接头都进行了无损数字射线检测。对不同焊接方法下的接头力学性能进行了对比分析。最后,对接头的力学性能进行了总结。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanical Properties of Joints Made in Steel S1300QL Using Various Welding Methods
The article presents applications of high-strength quenched steels in various industrial sectors and the chronological development of various grades of the aforesaid steels. The research-related tests involved flat butt joints made in 7 mm thick steel grade S1300QL, welded using the following methods: TIG, A-TIG, MAG involving the use of a hard flux-cored surfacing wire, MAG method involving the use of a solid wire, T.I.M.E. method involving the use of a solid wire, laser welding method without the use of the filler metal, hybrid (HLAW) method involving the use of a metallic flux-cored wire, electron beam welding without using the filler metal. The research also involved the performance of the mechanical properties of the welded joints made in quenched steel S1300QL using various welding methods. The joints made using the laser welding method, hybrid welding method and the electron beam welding method were characterised by tensile strength higher than the minimum yield point of steel S1300QL, amounting to 1300 MPa. In turn, the tensile strength of the joints made in steel S1300QL using arc welding methods was lower than the minimum yield point of the steel. All of the test joints were subjected to non-destructive digital radiographic tests. The tests concerning the mechanical properties of the joints with respect to various welding methods were subjected to comparative analysis. The research work finished with the formulation of concluding remarks concerning the mechanical properties of the joints.
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