铝合金吊索构件的脆性断裂

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引用次数: 0

摘要

在吊装966公斤(2130磅)载荷时,吊索的t形截面横截面失效。l型吊索体与横梁采用5083或5086铝合金制造,采用4043铝合金填充金属焊接连接。目视检查发现,断裂发生在吊索体与横梁连接处。焊缝的宏观检查显示接头渗透和气孔不足。通过化学分析发现,4043合金填充金属的硅含量较低,镁和锰含量较高。通过检查失败的交叉构件的末端,发现施加在交叉构件上的旋转力导致其在吊索体附近断裂。结果表明,焊接处脆性断裂是由加载过程中吊索的错位引起的超载引起的。建议使用铝合金5183或5356填充金属,以避免焊接脆性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Brittle Fracture of an Aluminum Alloy Lifting-Sling Member
The T-section cross member of the lifting sling failed in service while lifting a 966 kg (2130 lb) load. The L-section sling body and the cross member were made of aluminum alloy 5083 or 5086 and were joined by welding using aluminum alloy 4043 filler metal. The fracture was found by visual examination to have occurred at the weld joining the sling body and the cross member. Inadequate joint penetration and porosity was revealed by macrographic examination of the weld. Lower silicon content and a higher magnesium and manganese content than the normal for alloy 4043 filler metal were found during chemical analysis. It was revealed by examination of the ends of the failed cross member that a rotational force that had been applied on the cross member caused it to fracture near the sling body. It was concluded that brittle fracture at the weld was caused by overloading which was attributed to the misalignment of the sling during loading. Aluminum alloy 5183 or 5356 filler metal was recommended to be used to avoid brittle welds.
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