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In this article we discuss a proposed method for ultimate strength assessment of stiffened panel using non-linear equivalent single layer (ESL) approach under uni-axial compression. 3-D stiffened panel is transformed to 2-D ESL with considering the same stiffness matrices. The stiffness matrices is obtained from the unit cell simulation subjected to displacement, shear, bending, and torsion. Non-linear ESL simulation is performed by Abaqus UGENS subroutine to consider material and geometrical nonlinearities in unit cell level.
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