scholarly journals Numerical implementation of a non-local GTN model for explicit FE simulation of ductile damage and fracture

Author(s):  
Sondre Bergo ◽  
David Morin ◽  
Odd Sture Hopperstad
Author(s):  
Frederick Reusch ◽  
Christian Hortig ◽  
Bob Svendsen

The purpose of the current work is the application of a recent nonlocal extension (Reusch, F., Svendsen, B., and Klingbeil, D., 2003, “Local and Non-Local Gurson-Based Ductile Damage and Failure Modelling at Large Deformation,” Eur. J. Mech. A∕Solids, 22, pp. 779–792; “A Non-Local Extension of Gurson-Based Ductile Damage Modeling,” Comput. Mater. Sci., 26, pp. 219–229) of the Gurson–Needleman–Tvergaard (GTN) model (Needleman, A., and Tvergaard, V., 1984, “An Analysis of Ductile Rupture in Notched Bars,” J. Mech Phys. Solids, 32, pp. 461–490) to the simulation of ductile damage and failure processes in metal matrix composites at the microstructural level. The extended model is based on the treatment of void coalescence as a nonlocal process. In particular, we compare the predictions of the local with GTN model with those of the nonlocal extension for ductile crack initiation in ideal and real Al–SiC metal matrix microstructures. As shown by the current results for metal matrix composites and as expected, the simulation results based on the local GTN model for both the structural response and predicted crack path at the microstructural level in metal matrix composites are strongly mesh-dependent. On the other hand, those based on the current nonlocal void-coalescence modeling approach are mesh-independent. This correlates with the fact that, in contrast to the local approach, the predictions of the nonlocal approach for the crack propagation path in the real Al–SiC metal matrix composite microstructure considered here agree well with the experimentally determined path.


As aforementioned, buildings in seismic zones must be designed to behave elastically under service loads or earthquakes of small intensity, and they can enter in the plastic range for events of intermediate intensity. Severe earthquakes are defined as those that are improbable but not impossible to happen during the lifetime of the structure. In these cases, structural damage, even damage that cannot be repaired, is allowed as long as there is no structural collapse. In order to design or certify safe structures, it is necessary to have computational tools that allow for the quantification of structural damage and that are able to describe structural behavior accurately near collapse. The elasto-plastic models present serious limitations in this sense. Damage and fracture mechanics represent a more rational option. The goal of this chapter is to describe how the concepts presented in Chapter 9 can be included in the mathematical models for the analysis of framed structures and its numerical implementation in structural analysis programs.


2003 ◽  
Vol 26 ◽  
pp. 219-229 ◽  
Author(s):  
F. Reusch ◽  
B. Svendsen ◽  
D. Klingbeil

2010 ◽  
Author(s):  
José M. A. César de Sá ◽  
Filipe X. C. Andrade ◽  
Francisco M. Andrade Pires ◽  
F. Barlat ◽  
Y. H. Moon ◽  
...  
Keyword(s):  

2013 ◽  
Vol 23 (2) ◽  
pp. 261-296 ◽  
Author(s):  
FXC Andrade ◽  
JMA César de Sá ◽  
FM Andrade Pires

PAMM ◽  
2011 ◽  
Vol 11 (1) ◽  
pp. 157-158
Author(s):  
Geralf Hütter ◽  
Thomas Linse ◽  
Uwe Mühlich ◽  
Meinhard Kuna

2020 ◽  
Vol 229 ◽  
pp. 106817
Author(s):  
Andreas Seupel ◽  
Geralf Hütter ◽  
Meinhard Kuna

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