Assessment of the ultimate strength of narrow stiffened panel test specimens

The ultimate strength of five narrow stiffened panels tested with two stiffeners under axial compression until collapse and beyond is determined by finite element analysis, and is compared with experimental results. Models with two half bays plus one full bays in the longitudinal direction are used in the finite element analysis. The material properties used in the finite element analysis have been evaluated by tensile tests. The initial geometrical imperfections also affect significantly the collapse behavior of the stiffened panels. Hence, the initial imperfections of the stiffened plates were measured before the experiment. The results of the FE analysis with measured and with equivalent initial imperfections are compared and conclusions are derived about the possible bias of the results when the initial imperfections are not measured.

► The ultimate strength of five tested narrow stiffened panels is determined by finite element analysis.
► Models with two half bays plus one full bays in the longitudinal direction are used.
► The initial imperfections of the stiffened plates were measured before the experiment and used in the calculations.
► The results of the FE analysis with measured and with equivalent initial imperfections are compared.