Publications Details

Evaluation of a simple UQ approach to compensate for sparse stress-strain curve data in solid mechanics applications

Romero, Vicente J.; Dempsey, James F.; Schroeder, Benjamin B.; Lewis, John R.; Breivik, Nicole L.; Orient, George E.; Antoun, Bonnie R.; Winokur, Justin W.; Glickman, Matthew R.; Red-Horse, John R.

This paper examines the variability of predicted responses when multiple stress-strain curves (reflecting variability from replicate material tests) are propagated through a transient dynamics finite element model of a ductile steel can being slowly crushed. An elastic-plastic constitutive model is employed in the large-deformation simulations. Over 70 response quantities of interest (including displacements, stresses, strains, and calculated measures of material damage) are tracked in the simulations. Each response quantity’s behavior varies according to the particular stress-strain curves used for the materials in the model. The present work assigns the same material to all the can parts: lids, walls, and weld. We desire to estimate response variability due to variability of the input material curves. When only a few stress-strain curve samples are available from material testing, response variance will usually be significantly underestimated. This is undesirable for many engineering purposes. A simple classical statistical method, Tolerance Intervals, is tested for effectively compensating for sparse stress-strain curve data. The method is found to perform well on the highly nonlinear input-to-output response mappings and non-standard response distributions in the can-crush problem. The results and discussion in this paper, and further studies referenced, support a proposition that the method will apply similarly well for other sparsely sampled random functions.