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The peak stress method to calculate residual notch stress intensity factors in welded joints

机译:峰值应力法计算焊接接头残余缺口应力强度因子

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摘要

According to the recent literature, the intensity of linear elastic residual stress fields near the toe region of a welded joint can be quantified by the residual notch stress intensity factors (R-NSIFs). The computational effort required to compute the R-NSIFs implies strong limitations of applicability in practice, owing to the very refined meshes needed and to the non-linear transient nature of welding process simulations, especially in 3-dimensional numerical models of large structures. The peak stress method (PSM) is a design approach that takes care of the industrial needs of rapidity and ease of use. According to the PSM, it is possible to evaluate the R-NSIFs by using the peak stress calculated at the point of singularity with coarse finite element (FE) models. While the PSM was originally calibrated by using the Ansys FE code, in the present contribution, the PSM has been calibrated to rapidly estimate the R-NSIFs in the Sysweld FE environment.
机译:根据最近的文献,可以通过残余切口应力强度因子(R-NSIF)来量化焊接接头的趾部区域附近的线性弹性残余应力场的强度。由于需要非常精细的网格以及焊接过程仿真的非线性瞬态特性,特别是在大型结构的3D数值模型中,计算R-NSIF所需的计算量意味着在实践中的强大局限性。峰值应力方法(PSM)是一种设计方法,可满足快速和易用的工业需求。根据PSM,可以使用在粗糙点有限元(FE)模型中在奇异点计算的峰值应力来评估R-NSIF。虽然最初使用Ansys FE代码对PSM进行了校准,但在本稿中,已经对PSM进行了校准,以快速估算Sysweld FE环境中的R-NSIF。

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