工字型钢构件的焊接残余应力超过宽厚比限值

Zhiyuan Li, Zhiyun Zhao
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引用次数: 0

摘要

尽管对宽厚比和残余应力对构件性能影响的研究较多,但对工字截面构件残余应力分布的研究较少。基于盲孔钻取原理,对8个焊接工字构件的焊接残余应力进行了试验研究。通过对试验结果的分析,得出以下结论:由于残馀应力分布不受宽厚比的严重影响,因此使用超过宽厚比限制的工字截面构件是安全的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Residual welding stress of I-section members beyond the limits of width-thickness ratio
Despite the extensive studies on the effect of width-thickness ratio and residual stress on member behavior, few scholars have probed into the residual stress distribution on the I-section members. Based on the principle of blind hole drilling, this paper conducts an experimental study of the residual welding stresses of eight welded I-shaped members. Through the analysis of the test results, the author draws the following conclusion: it is safe to use I-section members beyond the limits of width-thickness ratio because the residual stress distribution is not severely affected by width-thickness ratio.
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