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Evaluation of fatigue strength of cruciform welded joints by strain energy density method based on singular strength factor

机译:基于奇异强度因子的应变能密度法评价坩埚焊接接头的疲劳强度

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摘要

In order to simplify the fatigue assessment method of the notch stress intensity factors (N-SIFs) and the strain energy density (SED) approach for cruciform welded joints, a simplified notch stress assessment formula was presented based on singular intensity factors as(i). It is worth emphasizing that the proposed simple formula is only determined by the distribution of notch stress field and is independent on the peak notch stress. Meanwhile, singular intensity factors as(i) are in one-to-one correspondence with N-SIFs and SED parameters, thus avoiding the establishment of a very refined mesh model. On this basis, the evaluation accuracy of SED by the traditional numerical method and the simplified formula method are systematically compared. The comparison results show that the SED calculated by the simplified formula in this paper is in good agreement with the finite element results. Referring to the traditional S-N evaluation curve, the root(W) over bar - N evaluation curve is proposed and verified. Through fatigue evaluation of a series of cruciform welding specimens, it is found that the result of fatigue strength evaluated by root(W) over bar - N with the simplified formula has a smaller scatter band.
机译:为了简化凹陷应力强度因子(N-SIFS)的疲劳评估方法和坩埚焊接接头的应变能密度(SED)方法,基于奇异强度因子提供了简化的凹口应力评估公式,如(i) 。值得强调的是,所提出的简单配方仅由陷波应力场的分布决定,并且独立于峰值凹口应力。同时,作为(i)的奇异强度因子与N-SIFS和SED参数一对一的对应关系,从而避免建立非常精细的网格模型。在此基础上,系统地比较了传统的数值方法和简化公式方法的SED的评价精度。比较结果表明,本文简化公式计算的SED与有限元结果吻合良好。提出并验证了传统的S-N评估曲线,并验证了ROB - N评估曲线的根(W)。通过疲劳评价一系列十字架焊接试样,发现具有通过简化公式的Root(W)通过Root(W)评估的疲劳强度的结果具有较小的散射带。

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