牵引力法焊缝刚度对焊缝峰值力的影响

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Matti Rautiainen , Heikki Remes , Ari Niemelä
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引用次数: 0

摘要

本文研究了当采用牵引力法(TFA)时,焊接件仅沿焊缝根部和焊缝趾部线连接时,焊缝刚度对焊缝峰值焊缝力精度的影响。该研究通过分析大量的三维承载连接,并比较二维焊缝轮廓的峰值焊缝力误差和虚功误差来进行。研究了三种不同的焊缝类型和不同的焊缝尺寸。在三维连接中,弯曲程度和力集中系数(FCF)水平是不同的。结果表明:在高FCF情况下,峰值焊缝力误差随虚功误差的增大而增大,而在低FCF情况下,峰值焊缝力误差的相关性减小;针对虚功误差较大的焊缝,提出了一种改进TFA的方法,即TFA- m,在趾根中心线处增加第三个连接,从而减小虚功误差和焊缝峰值力误差。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of weld stiffness in traction force approach on peak weld force
This paper investigates the effect of weld stiffness on the accuracy of peak weld force along weld when applying Traction force approach (TFA) where welded parts are only connected along weld root and toe lines. The study was carried out by analyzing a large number of 3D load carrying connections and comparing the peak weld force error with virtual work error in 2D weld profiles. Three different weld types were studied with varying weld size. In 3D connections the degree of bending and level of force concentration factor (FCF) was varied. Results show that the peak weld force error is increasing with increasing virtual work error in cases with high FCF whereas in cases with lower FCF the correlation is diminished. For welds with high virtual work error, a modification of TFA, i.e. TFA-M is proposed by adding a third connection at the centerline between toe and root thus reducing virtual work error and peak weld force error.
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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