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Danilo D'Angela University of Naples Federico II, Italy https://orcid.org/0000-0002-8096-5202 Marianna Ercolino University of Greenwich, UK

Abstract

The paper investigates the fatigue crack growth in typical bridge weldments by means of numerical analysis. The extended finite element (XFEM) method is coupled with the low-cycle fatigue (LCF) approach in ABAQUS, and parametric analyses are carried out in order to assess the influence of the main sample/testing features on the fatigue life of the investigated structures. The numerical results are found to be robust and reliable by performing comparisons with past experimental data and regulation design correlations.

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Section
Fracture

How to Cite

Fatigue crack growth analysis of welded bridge details. (2022). Fracture and Structural Integrity, 16(60), 265-272. https://doi.org/10.3221/IGF-ESIS.60.18

How to Cite

Fatigue crack growth analysis of welded bridge details. (2022). Fracture and Structural Integrity, 16(60), 265-272. https://doi.org/10.3221/IGF-ESIS.60.18