5th INTERNATIONAL CONGRESS ON KHAZAR SCIENTIFIC RESEARCH AND INNOVATION
NUMERICAL MODELLING OF COMPRESSION AFTER IMPACT TEST OF STRUCTURAL STEEL MATERIAL IN COMPUTER ENVIRONMENT ACCORDING TO ASTM D7137 STANDARD
In this study, compression after impact (CIA) test was numerically modeled in a computer environment according to the ASTM D7137-17 standard. Numerical analyses were performed in the “Explicit Dynamics” module in the Ansys Workbench R19.2 program. Analyses were performed by defining structural steel material for the plate designed as 100 mm wide, 150 mm high and 1 mm thick. Two different plates were tested in the analysis: unperforated and square perforated. The effects of applying 1, 2 and 3 mm compression displacements to the plates unperforated and square perforated were investigated. It was determined that the maximum equivalent stress and the maximum total deformation increased with the increase in the displacement amount in both the unperforated and square perforated plates. It was determined that the equivalent stress curves of the analyses under the same displacement load using unperforated and square perforated plates were very similar to each other, but exhibited minor differences. It was determined that the total deformation curves of the analyses under the same displacement load using unperforated and square perforated plates were coincident with each other. It was determined that the analysis time was shortened with the increase in displacement load for both the unperforated and square perforated plates.
