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One of the issues in stamping of advanced high strength steels (AHSS) is the stretch bending fracture on a sharp radius (commonly referred to as shear fracture). Shear fracture typically occurs at a strain level below the conventional forming limit curve (FLC). Therefore it is difficult to predict in computer simulations using the FLC as the failure criterion. A modified Mohr-Coulomb (M-C) fracture criterion has been developed to predict shear fracture. The model parameters for several AHSS have been calibrated using various tests including the butter-fly shaped shear test. In this paper, validation simulations are conducted using the modified (M-C) fracture criterion for a dual phase (DP) 780 steel to predict fracture in the stretch forming simulator (SFS) test and the bending under tension (BUT) test. Various deformation fracture modes are analyzed, and the range of usability of the criterion is identified.

Battery packs for Hybrids, Plug-in Hybrids, and Electric Vehicles are assembled from a system of modules (sheets) with a tight sheet metal casing around them. Each module consists of an array of individual cells which vary in the composition of electrodes and separator from one manufacturer to another. In this paper a general procedure is outlined on the development of a constitutive and computational model of a cylindrical cell. Particular emphasis is placed on correct prediction of initiation and propagation of a tearing fracture of the steel can. The computational model correctly predicts rupture of the steel can which could release aggressive chemicals, fumes, or spread the ignited fire to the neighboring cells. The initiation site of skin fracture depends on many factors such as the ductility of the casing material, constitutive behavior of the system of electrodes, and type of loading.

Static and dynamic strength of thin-walled mild steel box columns subjected to axial loading is studied both theoretically and experimentally. A series of impact tests was made using a pendulum hammer experimental facility. The computed dynamic crushing force was always higher than the corresponding static value and the ratio of the two forces /dynamic correction factor/ was shown to be an increasing function of the initial impact velocity. A simple theory is used to predict the average force level and energy absorption of dynamically crushed columns. A good agreement between the theory and present experimental results as well as those of other authors was obtained. A significance of an averaging procedure for a proper interpretation of test results is emphasized. The results obtained are applicable in the preliminary design of energy absorbing members of crushworthy buses and trucks.