Evaluation of associated and non-associated quadratic plasticity models for advanced high strength steel sheets under multi-axial loading
By D. Mohr, M. Dunand, Keunkyeong Kim. 2010
160 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/43c1f5be0fa99a3aab02de7cbfdd6339f45f0e5e
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In Civil and Structural Engineering
In Mechanical Engineering
Citations in the corpus
- Micromechanically-motivated phenomenological Hosford–Coulomb model for predicting ductile fracture initiation at low stress triaxialities (2015, methodology): “We follow closely the modeling guidelines given by Dunand and Mohr, 2010: eight elements in thickness direction and at least 105 explicit time steps, while using the user material subroutine developed by Mohr et al. (2010) for the non-associated quadratic plasticity model.”
- A hybrid approach for modelling of plasticity and failure behaviour of advanced high-strength steel sheets (2013, background): “Mohr et al. (2010) performed a study on the evaluation of the predicative capability of simple quadratic yield functions for multi-axial loading conditions with the consideration of material anisotropy for AHSS.”
- Effect of strain rate on ductile fracture initiation in advanced high strength steel sheets: Experiments and modeling (2014, background): “The effect of stress state on the ductile fracture of advanced high strength steels has been studied extensively at low strain rates (e.g. Sun et al., 2009; Mohr et al., 2010; Luo and Wierzbicki, 2010; Kim et al., 2011; Gruben et al., 2011; Chung et al., 2011; Lou et al., 2014; Lian et al., 2013).”
- Hybrid experimental–numerical analysis of basic ductile fracture experiments for sheet metals (2010, methodology): “The plastic behavior of this TRIP steel under monotonic loading conditions has been investigated by Mohr et al. (2010) over a wide range of stress states using a combined tension and shear testing technique for sheet materials.”