钢型材焊接接头弯曲疲劳耐久性试验研究

MohammadAli Moslemi Petrudi, M. S. Kiasat, Manouchehr Fadavi, Amin Moslemi Petrudi
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引用次数: 0

摘要

由于波浪和不断变化的负载条件引起的高周期性负载,船舶总是容易疲劳。因此,疲劳是设计中的一个重要因素。焊接件产生疲劳的原因之一是弯曲载荷的变化。在本文中,使用了低碳钢T-Bar型材的试样,以及通过手工电极焊接工艺焊接的同类型钢的板。为了确定焊接产生的静态和动态力的分布,试样进行了弯曲(三点加载)和拉伸试验,最后进行了疲劳试验。t型钢型材对疲劳载荷的容忍度比焊接的高。荷载T-Bar剖面直到200万次循环才失效,而焊接试样在大约3×10次循环中失效。最后,如果需要更强的焊接接头,则应使用强穿透焊缝。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Study of Fatigue Durability in Bending Effect on Welded Joints in Steel Profiles
Ships are always prone to fatigue through high periodic loads, usually caused by waves and changing load conditions. So, fatigue is an important factor in design. One of the reasons for fatigue in welding parts is variable bending loads. In this paper, a specimen of low-carbon steel T-Bar profiles is used, along with plates of the same type of steel that have been welded by the manual electrode welding process. To determine the distribution of static and dynamic forces created by welding, the specimens were subjected to bending (three-point loading) and tensile tests, and finally fatigue tests. The T-Bar Steel profile has more tolerance for fatigue loads than welded. The load T-Bar profile has not failed until the two million cycles, while the welding specimen has failed in about 3×10 cycles. Finally, strong penetrating welds should be used if a stronger welding joint is required.
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