PSI - Issue 57

Available online at www.sciencedirect.com Available online at www.sciencedirect.com ScienceDirect Structural Integrity Procedia 00 (2022) 000 – 000

www.elsevier.com/locate/procedia

ScienceDirect

Procedia Structural Integrity 57 (2024) 437–444

© 2024 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0 ) Peer-review under responsibility of the scientific committee of the Fatigue Design 2023 organizers This study introduces a model based on linear elastic fracture mechanics to forecast fatigue life in service of high strength steel welded joints. This modelconsiders the effect of the local stress ratio (dependent on stabilized residual stresses) on the crack growth rate through the definition of an effective stress range. The use of Thermoelastic Stress Analysis (TSA) is used to perform in-situ monitoring of fatigue cracks on welded joints to experimentally characterize the crack-closure phenomenon at different load ratios. Indeed, under adia batic conditions, the temperature’s first harmonic at the surface of a structure submitted to cyclic loading is proportional to the stress tensor’s first invariant’s amplitude. As a result, the presence of a surface crack and the non-linearity induced by the alterative opening and closing within one loading cycle can be observed in the immediate temperature response. This phenomenon is used to evaluate a crack-opening rate that is related to the fatigue life of the welded joints. © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the Fatigue Design 2023 organizers Keywords: Type your keywords here, separated by semicolons ; Fatigue Design 2023 (FatDes 2023) Stress ratio effect on fatigue crack growth assessment via thermoelastic stress analysis Lorenzo Bercelli a *, Corentin Guellec a , Bruno Levieil a , Cédric Doudard a , Florent Bridier b , Sylvain Calloch a a ENSTA Bretagne, IRDL – UMR CNRS 6027, 29000 Brest, France b Naval Group Research, Technocampus Océan, 5 rue de l’Halbrane, 44340 Bouguenais, France Abstract The fatigue performance of welded joint is strongly dependent on welding residual stresses as well as the local geometry of the weld toes. To ensure the structural integrity over time of such components, fine predictive models must be proposed together with efficient experimental methods for their assessment.

* Corresponding author. Tel.: +33 (0)2 98 34 87 68. E-mail address: lorenzo.bercelli@ensta-bretagne.fr

2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the Fatigue Design 2023 organizers

2452-3216 © 2024 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the Fatigue Design 2023 organizers 10.1016/j.prostr.2024.03.047