Numerical modelling of dynamic ductile fracture propagation in different lab-scale experiments using GTN damage model

被引:9
|
作者
Paermentier, Benoit [1 ]
Debruyne, Dimitri [1 ]
Talemi, Reza [1 ]
机构
[1] Katholieke Univ Leuven, Dept Mat Engn, Leuven, Belgium
来源
FRATTURA ED INTEGRITA STRUTTURALE | 2020年 / Gruppo Italiano Frattura卷 / 52期
关键词
Ductile fracture; High strength steel; FEM; Fracture toughness; GTN; PIPELINE-STEEL;
D O I
10.3221/IGF-ESIS.52.09
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Initiation and propagation of ductile fractures are 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.
引用
收藏
页码:105 / 112
页数:8
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