Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method

Berrekia Habib; Benzerga Djebbara; Abdelkader Haddi

doi:10.3221/IGF-ESIS.49.58

Article Dans Une Revue Frattura ed Integrita Strutturale Année : 2019

Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method

, , (1, 2)

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Berrekia Habib

Fonction : Auteur

Benzerga Djebbara

Fonction : Auteur

Abdelkader Haddi

Fonction : Auteur
PersonId : 745547
IdHAL : abdelkader-haddi
ORCID : 0000-0003-3675-1570

Laboratoire de Génie Civil et Géo-Environnement (LGCgE) - ULR 4515

Université d'Artois

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Génie civil

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https://hal.science/hal-03241353

Soumis le : vendredi 28 mai 2021-15:43:15

Dernière modification le : mardi 17 septembre 2024-16:01:28

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hal-03241353 , version 1 (28-05-2021)

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HAL Id : hal-03241353 , version 1
DOI : 10.3221/IGF-ESIS.49.58

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Berrekia Habib, Benzerga Djebbara, Abdelkader Haddi. Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method. Frattura ed Integrita Strutturale, 2019, 13 (49), pp.643-654. ⟨10.3221/IGF-ESIS.49.58⟩. ⟨hal-03241353⟩

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Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method

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