Gradient-Enhanced Plasticity In Explicit Dynamics
- The simulation of concrete under impact and blast loads often relies on local constitutive models, typically formulated as plasticity models that incorporate softening through a scalar damage field. However, these local damage models frequently exhibit mesh-dependent results that fail to converge with mesh refinement.
In earlier work, the mesh-dependency of a modified Johnson-Holmquist (JH2) model was effectively mitigated through a gradient-enhanced plasticity formulation in explicit dynamics [1]. The gradient-enhancement method for explicit dynamics, originally introduced in [3], involves modifying Peerlings' additional partial differential equation [2] for nonlocal equivalent plastic strain by incorporating inertia. This modification enables the use of explicit solvers, such as the central difference method. Despite these advancements, the model continues to face challenges, particularly slow convergence rates with mesh refinement, which are difficult to analyze due to the JH2The simulation of concrete under impact and blast loads often relies on local constitutive models, typically formulated as plasticity models that incorporate softening through a scalar damage field. However, these local damage models frequently exhibit mesh-dependent results that fail to converge with mesh refinement.
In earlier work, the mesh-dependency of a modified Johnson-Holmquist (JH2) model was effectively mitigated through a gradient-enhanced plasticity formulation in explicit dynamics [1]. The gradient-enhancement method for explicit dynamics, originally introduced in [3], involves modifying Peerlings' additional partial differential equation [2] for nonlocal equivalent plastic strain by incorporating inertia. This modification enables the use of explicit solvers, such as the central difference method. Despite these advancements, the model continues to face challenges, particularly slow convergence rates with mesh refinement, which are difficult to analyze due to the JH2 model's complexity.
To address these challenges, this study investigates simpler plasticity models, such as von Mises plasticity and Drucker-Prager plasticity, combined with a nonlocal softening term. By systematically incorporating key characteristics of the JH2 model—namely, pressure-dependent yield surfaces, softening, residual yield strength at full damage and a nonlinear volumetric stress responses via an equation of state (EOS)—this work aims to further refine the gradient-enhanced JH2 model and extend these improvements to more complex plasticity models like the RHT model.…


| Autor*innen: | Sjard Mathis RosenbuschORCiD |
|---|---|
| Koautor*innen: | Jörg F. UngerORCiD, Daniel BalzaniORCiD |
| Dokumenttyp: | Vortrag |
| Veröffentlichungsform: | Präsentation |
| Sprache: | Englisch |
| Jahr der Erstveröffentlichung: | 2025 |
| Organisationseinheit der BAM: | 7 Bauwerkssicherheit |
| 7 Bauwerkssicherheit / 7.7 Modellierung und Simulation | |
| DDC-Klassifikation: | Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Ingenieurbau |
| Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Sanitär- und Kommunaltechnik; Umwelttechnik | |
| Freie Schlagwörter: | Concrete modeling; Gradient-enhancement; Mesh Convergence; Plasticity |
| Themenfelder/Aktivitätsfelder der BAM: | Infrastruktur |
| Infrastruktur / Green Intelligent Building | |
| Infrastruktur / Security | |
| Veranstaltung: | GACM 2025 |
| Veranstaltungsort: | Braunschweig, Germany |
| Beginndatum der Veranstaltung: | 21.09.2025 |
| Verfügbarkeit des Dokuments: | Datei im Netzwerk der BAM verfügbar ("Closed Access") |
| Datum der Freischaltung: | 07.11.2025 |
| Referierte Publikation: | Nein |
| Eingeladener Vortrag (wissenschaftliche Konferenzen): | Nein |

