Computational Modeling of Steel Stud Wall Systems for Applications to Blast-Resistant Design

Abstract

Past research has shown that blast-loaded steel stud walls exhibit a range of different failure mechanisms depending on the stud and track section properties, connection details, and sheathing characteristics. To date, few studies have addressed the computational modeling of these systems. Because large-scale blast tests are expensive and logistically difficult, computational models are needed to evaluate different design options prior to carrying out full-scale experiments. In this paper, the authors present finite-element models that capture the peak load and deformation capacity of steel stud wall systems, accounting for the failure modes observed in past testing. The proposed models strike a balance between level of refinement and computational efficiency. These models were validated against data collected from an extensive laboratory testing program. Based on observations from both the lab tests and computational simulations, recommendations are given for improving the large-deformation response of these systems. Through simple and inexpensive design modifications, the capacity of steel stud walls can be made to far exceed existing response limits.