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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Meinders, Vincent T.
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Topics
Publications (8/8 displayed)
- 2016The softened heat-affected zone in resistance spot welded tailor hardened boron steel: a material model for crash simulation
- 2016Plasticity and fracture modeling of the heat-affected zone in resistance spot welded tailor hardened boron steelcitations
- 2016Determination of strain hardening parameters of tailor hardened boron steel up to high strains using inverse FEM optimization and strain field matchingcitations
- 2016On the nonlinear anelastic behaviour of AHSScitations
- 2015Identification of plasticity model parameters of the heat-affected zone in resistance spot welded martensitic boron steelcitations
- 2014Plasticity and fracture modeling of quench-hardenable boron steel with tailored propertiescitations
- 2012Material Induced Anisotropic Damage
- 2000Improvements in FE-analysis of real-life sheet metal forming
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article
Plasticity and fracture modeling of quench-hardenable boron steel with tailored properties
Abstract
In this article, a constitutive model for quench-hardenable boron steel is presented. Three sets of boron steel blanks are heat treated such that their as-treated microstructures are close to fully martensitic, bainitic and ferritic/pearlitic, respectively. Hardness measurements show that the resulting blanks cover the full scope of possible hardness values, from 165 HV in the ferritic/pearlitic range to 477 HV in the fully hardened state. These three main grades provide the input data for a constitutive model consisting of an extended Swift hardening law and a stress triaxiality and Lode angle dependent fracture criterion. The hardening behavior of each grade is determined using standard tensile tests at quasi-static strain rates. The strain-based fracture criterion is calibrated using four different flat fracture samples. The behavior of intermediate hardness grades is approximated by piecewise linear combination of the three calibrated constitutive models. A newly developed tapered tensile test specimen featuring a hardness transition zone in the gauge section is used to verify the model at hand. A four point bending test of a top hat section of intermediate hardness is used to verify the model for complex loading conditions.