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The equivalent plastic strain in the dog- bone mesh is shown for reference. The analysis showed failure at the point marked “x”Material Law Isotropic elasticity was assumed. For inelastic behavior, the von Mises stress \(r(. The modification herein proposed aims to account for the evolving damage with a single variable and a corresponding parameter. As such,$$\begin. The first term on the right hand side of (2) accounts for hardening, the second accounts for rate effects, and the third for thermal softening. ![]() Temperature rise is computed herein from adiabatic heating due to plastic dissipation, which ignores heat transfer. To avoid over- heating at slow (quasi- static) rates, a small fraction for the rate of conversion from plastic dissipation to heat is taken (i. In addition, a fourth term in (2) is proposed, and accounts for damage nucleation and evolution at a material point. D is a single parameter introduced to pre- multiply the newly defined damage variable \(\delta ^. Of importance, \(\delta ^. This model was implemented as a user material subroutine (VUMAT), using a radial return algorithm. Damage Law In nonlinear solids, the necessary and sufficient condition for compatible deformation may be expressed by the first- order differential law (Kroner 1. Curl(\mathbf. Application of Stokes’ theorem to the differential law yields an incompatibility vector \(\delta \) (Kroner 1. We will designate such a deformation gradient by \(\mathbf. It follows that (3) can be re- hashed as,$$\begin. We herein further simplify (4), and define a scalar measure of incompatibility \(\delta . In (5) we have ignored elastic stretching; hence we took \(\mathbf. We also assumed plasticity is irrotational, so that \(\mathbf. Finally, in (2), \(\delta ^. The linear- elastic, density, and heat transfer properties were taken from MMPDS (Rice 2. Johnson- Cook parameters were fit to the provided tensile stress strain data. The dog- bone mesh and resulting stress strain curves are compared to experimental tensile test data in Fig. Note, shear test- data was not used for calibration. Modeling details for the challenge specimen. The nominal dimensions provided were used for modeling the test specimen. The region where FE boundary conditions where applied to the pin holes is shown in Fig. This region was fixed for the upper hole and loaded with a prescribed velocity for the lower hole. For the slow load rate (0. For the fast load rate (2. A smooth “actuator” type profile was applied to the bottom hole for the first 0. For the fast simulation, no mass scaling was used. Lateral velocity was set to zero over this region for both holes. Out of plane velocity was also set to zero over the entire surface of both holes. Fig. 2. 6The loaded surface for the upper hole. Element removal, based on the above defined fracture criterion, was used to model failure surface generation. No initial crack or preferential crack direction was applied. To allow for unbiased crack growth a uniform finite element mesh density was used throughout the model. The element type was an 8- node reduced integration linear hexahedral element with coupled thermal analysis capabilities (C3. D8. RT in ABAQUS\(\backslash \)Explicit). No formal mesh convergence study was performed on the sample; however, the mesh density was based on values from the previous fracture challenge. A mesh density of 1. This resulted in 3. A total of 4. 8 processors were used in the parallelized analysis. Fig. 2. 7The failed specimen shapes from both the 0. On the left, the deformed and undeformed 0. Table 7. Force displacement results. Blind predictions. The failed specimen shape for both the 0. Fig. From these results the predicted crack path was B–D–E–A for both loading rates. The 2. 5. 4 mm/s analysis was not run to complete failure; however, based on the plastic strain and failure criteria profile, we were confident that the crack would terminate in the upper notch. The maximum load and CODs at first crack initiation for both load rates are given in Table 7. The reaction force and COD are shown in Fig. Sources of discrepancy. We have identified three main sources of discrepancy with experimental results caused by the boundary conditions, post- processing method and failure criterion calibration method. We found that boundary conditions were very influential, particularly in the dynamic case. We tried two other sets of boundary conditions. Prior to blind predictions we did not constrain lateral motion at grips, and after the blind predictions we used rigid cylinders (Fig. For both these boundary conditions we observed fracture initiation in the top hole; when we constrained the lateral direction (which is what we reported) we predicted the experimentally observed failure sequence. The post processing method we used for the reported blind predictions extracted forces only at boundary nodes and lead to an erroneous over- estimate of the force curve, in the dynamic model in particular, due to highly localized deformation at the grips. Therefore, this node averaging does not represent the experimentally observed values. For our corrected curves (Fig. These forces give a better representation of the experimental results (less sensitive to grip localized behavior). Fig. 2. 9Modified rigid cylinder boundary conditions. Fig. 3. 0Corrected 2. Finally, we believe the COD at failure predictions would be more accurate if we used a more systematic approach for determining the \(\delta . For the analysis presented here, the same \(\delta . Simha, Hari. Simha@NRCan- RNCan. Canmet. MATERIALS, Natural Resources Canada, Hamilton, Ontario, Canada. B. W. Williams, Bruce. Williams@NRCan- RNCan. Canmet. MATERIALS, Natural Resources Canada, Hamilton, Ontario, Canada. Table 8. Hardening law coefficients for determined for Ti–6. Al–4. V from tensile tests in the rolling and transverse orientations. Fig. 3. 1Left results of tensile test simulations for slow loading. Right results of tensile test simulations for fast loading. Finite element models, meshed with 8- noded brick elements, were used to simulate loading of the tensile, shear, and fracture specimens. The approximate element size near localization and failure in each of the specimens ranged from about 0. Simulations were performed using the explicit dynamic solvers in ABAQUS and DYNA3. D. For both solvers, a user- defined subroutine was implemented to describe the material behavior. The subroutine implemented in ABAQUS was based on von Mises yielding, with a hardening rule of the form,$$\begin. Xue 2. 00. 7). The DYNA3. D subroutine also utilized the hardening rule given by Eq. Xue- Wierzbicki damage model, but the deformation was based on the Cazacu–Plunkett–Barlat 2. CPB0. 6) asymmetric/anisotropic yield function (Cazacu et al. Both subroutines used the Bazant- Pijaudier- Cabot non- local approach to mitigate the mesh dependence of finite element simulations (Simha et al. Though the two subroutines were very similar, there were small differences in the implementations of the two models, such as the tolerances utilized for convergence, which led to two slightly different predictions. The Cowpers- Symonds form, \((\dot. 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