Effect of Form and Size of Backing Strip on the Bending Fatigue Strength of Butt Welded Joint

H. Nisitani, Hiroyuki Tanaka, Youichi Misawa, Nobuyuki Besho
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Abstract

Since a fatigue crack of the butt welded joint with a backing strip initiates at the toe of root, fatigue strength of the joint may be strongly influenced by the form and size of the backing strip. Therefore, reversed bending tests were carried out to clarify the relation between stress concentration and fatigue strength of the butt welded joint with a backing strip, by varying the form. and size of the backing strip.In a notched specimen, when a non-propagating crack exists at the root of a notch whose radius is smaller than the root radius of a notch at the branch point (the critical point where a non-propagating crack appears), the fatigue limit of the notched specimen can be estimated from the maximum stress at the root of a notch with no crack developing, whose radius is equal to that at the branch point.As the butt welded joint with a backing strip can be considered as a kind of sharp notches, the fatigue limit of the joint is estimated in a similar manner as in the case of a sharp notch.The specimens used are the simulated specimens cut out from a SS41 plate.The main results obtained are as follows;(1) As the thickness of a backing strip or the root opening decreases, fatigue strength of the butt welded joint increases.(2) In the butt welded joint with a backing strip, the existence of reinforcement increases fatigue strength of the joint.(3) When the notch radius at the toe of root is smaller than the critical radius for the existence of a nonpropagating crack, the fatigue limits of the joint are almost the same under the condition of constant thickness of the specimen and backing strip.
背带形式和尺寸对对接焊接接头弯曲疲劳强度的影响
由于带衬条的对接焊接接头的疲劳裂纹是从根趾处产生的,因此衬条的形状和尺寸对接头的疲劳强度有很大影响。因此,进行了反向弯曲试验,以澄清应力集中和疲劳强度之间的关系与背带对接焊接接头,通过改变形式。和背衬条的尺寸。在缺口试件中,当缺口根部存在非扩展裂纹,且裂纹半径小于分支点缺口根部半径(非扩展裂纹出现的临界点)时,缺口试件的疲劳极限可由缺口根部无裂纹形成的最大应力估计,缺口根部的最大应力与分支点的最大应力相等。由于带衬条的对接焊接接头可以看作是一种尖锐的缺口,因此其疲劳极限的估计方法与尖锐缺口的估计方法类似。所使用的标本是从SS41板上切下的模拟标本。得到的主要结果如下:(1)随着衬条厚度或根开口厚度的减小,对接焊接接头的疲劳强度增大;(2)在有衬条的对接焊接接头中,钢筋的存在增加了对接接头的疲劳强度;(3)当根趾缺口半径小于非扩展裂纹存在的临界半径时,在试样厚度和衬板厚度一定的情况下,接头的疲劳极限基本相同。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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