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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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Othman, Ramzi
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2016Modeling of the Strain Rate Dependency of Polycarbonate’s Yield Stress: Evaluation of Four Constitutive Equationscitations
- 2015Direct-impact Hopkinson tests on the Ti-6Al-4V alloy at very high strain rate and inverse identification of the Johnson-Cook constitutive model
- 2015Tensile Behavior of Polyetheretherketone over a Wide Range of Strain Ratescitations
- 2015Finite element analysis of adhesively bonded composite joints subjected to impact loadingscitations
- 2015Direct-impact Hopkinson tests on the Ti-6Al-4V alloy at very high strain rate and inverse identification of elastic-viscoplastic constitutive models
- 2015A Modified Eyring Equation for Modeling Yield and Flow Stresses of Metals at Strain Rates Ranging from 10−5 to 5 × 104 s−1citations
- 2014Analytical and numerical simulation of the behavior of 2.5D braided interlock composite tubes under crush loading.
- 2014Experimental investigation of the crash energy absorption of 2.5D-braided thermoplastic composite tubescitations
- 2014Inverse Identification at Very High Strain Rate of the Johnson-Cook Constitutive Model on the Ti-6Al-4V Alloy With a Specially Designed Direct-impact Kolsky Bar Devicecitations
- 2013Dynamic uniaxial extension of elastomers at constant true strain ratecitations
- 2011Experimental investigation of the shear dynamic behavior of double-lap adhesively bonded joints on a wide range of strain ratescitations
- 2006A numerical model for ground-borne vibrations from underground railway traffic based on a periodic finite element–boundary element formulationcitations
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