作者: Lingyun Qian , Marcelo Paredes , Tomasz Wierzbicki , Yannik Sparrer , Martin Feuerstein
DOI: 10.1016/J.IJMECSCI.2016.09.008
关键词: Fe model 、 Single test 、 Isotropy 、 Plasticity 、 Computer simulation 、 Constitutive equation 、 Aluminium 、 Shear (geology) 、 Structural engineering 、 Materials science
摘要: Abstract In the present work a comprehensive experimental/numerical study on 6060 T6 bumper profile subjected to combined shear-compression (shear-punch test) load is carried out. A set of key plasticity and fracture parameters predict correctly mechanical response structural component required. Fracture initiation tests lab scale specimens provide sufficient data needed calibrate newly extended non-quadratic yield function Yld2000-3d isotropic Modified Mohr-Coulomb (MMC) model. The calibrated constitutive model then validated upon disk-shaped specimen. Moreover, test results are reported full-scale extruded aluminum shear-punch load. detailed FE supporting structure was built. numerical simulation outcomes demonstrate that material predicts not only global force-displacement but also local behavior at multiple initiation points. It shown various part multi-cell cross-section underwent different loading histories. Thus, in one single wide range stress triaxialities develop which requires introduce very complete