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Benoît Paermentier Department of Materials Engineering, KU Leuven, Belgium https://orcid.org/0000-0003-4527-0226 Dimitri Debruyne Department of Materials Engineering, KU Leuven, Belgium https://orcid.org/0000-0002-9940-7200 Reza Talemi Department of Materials Engineering, KU Leuven, Belgium

Abstract

Initiation and propagation of ductile fractures are a major consideration during the design of high-pressure pipelines. Consequences of a pipeline failure can be catastrophic thus structural integrity must be ensured over several decades. Traditional lab-scale experiments such as the Charpy V-Notch (CVN) and Drop Weight Tear Test (DWTT), impact experiments on a notched three-point bending sample, are widely used to measure the fracture toughness of a material. However, with increasing wall thickness and the transition to high-grade steels in the pipeline industry, the size-effect of the specimen and inverse fracture became prominent issues. A new testing methodology called the Dynamic Tensile Tear Test (DT3) is currently investigated as to address the issues presented by the current state of the art.

In this study, a numerical investigation is conducted on the CVN, DWTT and DT3 experiments to compare the modelling of dynamic ductile fracture propagation in three different testing scales using the Gurson-Tvergaard-Needleman (GTN) damage model. X70 and X100 pipeline steel grades are used to model material behaviour. For each considered lab-scale experiment, the dynamic ductile fracture behaviour was successfully reproduced using the GTN damage model.

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Section
SI: 1st Benelux Network Meeting and Workshop on Damage and Fracture Mechanics

How to Cite

Numerical modelling of dynamic ductile fracture propagation in different lab-scale experiments using GTN damage model. (2020). Fracture and Structural Integrity, 14(52), 105-112. https://doi.org/10.3221/IGF-ESIS.52.09

How to Cite

Numerical modelling of dynamic ductile fracture propagation in different lab-scale experiments using GTN damage model. (2020). Fracture and Structural Integrity, 14(52), 105-112. https://doi.org/10.3221/IGF-ESIS.52.09

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