Articles | Volume 18, issue 19
https://doi.org/10.5194/gmd-18-7035-2025
© Author(s) 2025. This work is distributed under
the Creative Commons Attribution 4.0 License.Special issue:
A dilatant visco-elasto-viscoplasticity model with globally continuous tensile cap: stable two-field mixed formulation
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- Final revised paper (published on 10 Oct 2025)
- Preprint (discussion started on 10 Jun 2025)
Interactive discussion
Status: closed
Comment types: AC – author | RC – referee | CC – community | EC – editor | CEC – chief editor
| : Report abuse
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RC1: 'Comment on egusphere-2025-2469', Anonymous Referee #1, 26 Jun 2025
- AC1: 'Comment on egusphere-2025-2469', Anton Popov, 15 Aug 2025
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RC2: 'Comment on egusphere-2025-2469', Anonymous Referee #2, 14 Jul 2025
- AC1: 'Comment on egusphere-2025-2469', Anton Popov, 15 Aug 2025
- AC1: 'Comment on egusphere-2025-2469', Anton Popov, 15 Aug 2025
Peer review completion
AR: Author's response | RR: Referee report | ED: Editor decision | EF: Editorial file upload
AR by Anton Popov on behalf of the Authors (15 Aug 2025)
Author's response
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ED: Publish as is (18 Aug 2025) by Ludovic Räss

AR by Anton Popov on behalf of the Authors (27 Aug 2025)
This is a very solid and interesting manuscript, which addresses the proper modelling of the transition between brittle and ductile failure. Publication is recommended, but the authors may wish to pay attention to the following issues in a revised version:
* While viscosity (mostly) remedies mesh dependence, it should be pointed out that it is a weak regularisation technique in quasi-static loading conditions, as considered here. Only under dynamic loading conditions full regularisation of the governing equations can be proven, see De Borst and Duretz (2020). This should be discussed briefly in the paper in order to avoid misconceptions in the community.
* Work on combining mode-I and mode-II plasticity has been pursued before in the context of modelling of concrete, albeit for plane stress rather than for plane strain or 3D conditions as is the focus of the current paper, see e.g. Feenstra and de Borst. Int. J. Solids Structures (1996) 33, 707 - 730. It would be advisable to put the present contribution also in that context.
* The discussion on volumetric locking is confusing and perhaps misleading. It is suggested that volumetric locking occurs for isochoric plastic deformations and it is not (explicitly) pointed out that this phenomenon also occurs for dilatant or contractant plastic flow. Indeed, in all cases a kinematic constraint is imposed at failure, i.e. when the elastic deformations vanish, see De Borst and Groen, Int. J. Num. Meth. Engng (1995) 38, 2887 - 2906.