Residual stresses originate from the elastic accommodation of misfits between different regions in a structure. The interaction between the misfit and the restraint of the surrounding structure determines the magnitude of the resultant residual stress and its length-scale. This paper defines the residual stress length-scales that must be considered in engineering fracture mechanics analyses for welded joints by identifying the crack length-scale of concern. This information is used to estimate measurement length-scale requirements to quantify the stress field and the length-scale that must be represented in finite element weld residual stress simulations. © 2006 Springer.
CITATION STYLE
Bouchard, P. J., & Withers, P. J. (2006). Identification of residual stress length scales in welds for fracture assessment. In Residual Stress and Its Effects on Fatigue and Fracture - Proceedings of a Special Symposium, Held Within the 16th European Conference of Fracture, ECF 2006 (pp. 163–176). Kluwer Academic Publishers. https://doi.org/10.1007/1-4020-5329-0_14
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