Validation of Finite Element Models for the Earthquake Simulator of Steel Storage Racks Using Full-Scale Shaking Table Tests
Abstract
This study aims to conduct an experimental test validated with numerical FE modeling to evaluate the seismic performance of steel storage rack systems in the down-aisle direction. A 3D full-scale cold-formed steel rack system was designed and tested under eight different scales of Northridge earthquake records using a shaking table test. The response displacement, acceleration, and pallet sliding on the beam of the rack were evaluated during the experimental test. A detailed mathematical FE model of the rack system, including geometric features, material nonlinearities, realistic connection behaviors, and the effects of perforations and local discontinuities in the connection, was simulated and analyzed using ANSYS Workbench to validate the results of the experimental tests. The results demonstrated that there was good matching between the FE and test results, and the system started shifting from elastic to inelastic behavior under large scales of excitation. It was also observed that pallet sliding and connection friction significantly controlled the behavior of the rack system under large-scale excitations.
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