Failure analysis of a crack on a train bolster

Hu, Jiexin; Xie, Liyang; Zhang, Ruijin; Yin, Wei

doi:10.1016/j.engfailanal.2018.12.010

Cited by 15 publications

(1 citation statement)

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“…Song et al (2013) investigated the initiation life and propagation life of surface cracks on the bolster cover plate in C70 freight wagons based on the local stress-strain method and the Forman model, respectively. Hu et al (2019) reported the assessment of the initiation life and propagation life of cracks in the high-speed train bolster. Whereas welded joints generally contain inherent weld defects, and thus the crack nucleation phase is usually ignored.…”

Section: Introductionmentioning

confidence: 99%

Investigation of the quality category approach for BS7910-based rapid fatigue assessment of welded structures containing cracks

Chen

Xie

et al. 2023

IJSI

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PurposeThis study aims to extend the application of the quality category approach in rapid fatigue assessment of complex welded structures containing defects under arbitrary loadings, following the investigation of their core data and fatigue assessment procedures based on fracture mechanics.Design/methodology/approachThe analysis methods and procedures for calculating equivalent sizes of semi-elliptic cracks and initial sizes of through-width cracks at the weld toe were developed based on the life equivalence principle. Different stress concentration solutions, i.e. 2D-Mk and 3D-Mk solutions, and different bending ratios were considered. Then, approximate equations were proposed to calculate the crack size under combined stress. In addition, a procedure for calculating the fatigue life by interpolation was proposed and applied to engineering examples.FindingsThe fatigue lives of fillet and butt weld joints obtained with the 3D-Mk solution for large L/B are longer than those obtained with the 2D-Mk solution. The results of the fatigue life of the brake unit bracket show that the average error between the proposed approximation equations and the quality category approach is 1.6%.Originality/valueThe quality category and equivalent size curves of different stress concentration solutions under combined membrane and bending stresses are newly added, which further expands the application of the quality category approach. When the proposed fatigue life calculation methods are employed, the remaining life can be quickly derived in addition to the qualitative conclusion on the safety of the structure. These provide the necessary conditions to perform a rapid fatigue assessment adapted to engineering purposes.

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Section: Introductionmentioning

confidence: 99%