2016
DOI: 10.1016/j.marstruc.2016.04.001
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3D stress intensity factors for weld toe semi-elliptical surface cracks using XFEM

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Cited by 26 publications
(16 citation statements)
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“…Fifth, the element size, especially for those around the surface crack tip, should be defined properly. For different model geometries, an investigation on the proper element size is necessary to guarantee the accuracy of SIFs evaluation and to save the computing time [50]. Last but not least, the interaction angle between the crack front and the free surface of the pipe should be carefully modelled in order to ensure the square singularity at the corner point [51].…”
Section: Fe Modelling Strategymentioning
confidence: 99%
“…Fifth, the element size, especially for those around the surface crack tip, should be defined properly. For different model geometries, an investigation on the proper element size is necessary to guarantee the accuracy of SIFs evaluation and to save the computing time [50]. Last but not least, the interaction angle between the crack front and the free surface of the pipe should be carefully modelled in order to ensure the square singularity at the corner point [51].…”
Section: Fe Modelling Strategymentioning
confidence: 99%
“…Pasca et al [9] determined the 3D stress intensity factors along the crack growth path of quarterelliptical corner cracks for T joint using FRANC3D in tension and bending loadings; crack growth paths were obtained from Paris' law based on the maximum tensile stress criterion. Pang et al [10] studied the 3D stress intensity factor and weld toe magnification factor of a semielliptical weld toe crack for T-butt joint using the three-dimensional extended finite element method. They investigated the modeling of fatigue crack growth of weld toe semielliptical surface cracks for initial surface cracks with crack depth to plate thickness ratio (a/T) of 0.01 and three different crack aspect ratios (a/c) of 0.25, 0.5, and 1.0.…”
Section: Introductionmentioning
confidence: 99%
“…Many studies had been carried out to evaluate the fatigue strength based on SIF calculations of weld toe cracks [31,[80][81][82], but the SIF equations obtained are confined to 2-D configuration cases only. In practice, the crack at the weld toe is found to resemble a semi-elliptical in shape [64,83,84], and the SIF equations for this crack profile have not been established for loadcarrying cruciform fillet welded joints. Therefore, the main objective of this study is to propose a new set SIF equations for load-carrying cruciform fillet welded joints containing a semielliptical crack at the weld toe based on 3-D linear elastic FE analyses.…”
Section: Background Of Loading-carrying Cruciform Jointsmentioning
confidence: 99%
“…Linear elastic fracture mechanics (LEFM) is a common method to calculate the fatigue strength and predict the fatigue life based on the Paris' law [15], establishing the relationship between the crack growth rate and the applied stress intensity factor (SIF) range. The key of LEFM approach in fatigue assessment is the determination of SIF solutions for specific geometries [60,64,71,75,84,96,97]. Newman and Raju [60] proposed empirical equations for the SIFs of a surface crack in a plain plate under axial and bending loadings, respectively.…”
Section: Determination Of Critical Crack and Weld Sizesmentioning
confidence: 99%
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