@misc{Ibearugbulem_Owus_Inelastic,
 author={Ibearugbulem, Owus and Eziefula, Uchechi and Onwuka, David Ogbonna},
 howpublished={online},
 publisher={Zielona Góra: Uniwersytet Zielonogórski},
 language={eng},
 abstract={This study investigates the inelastic stability of a thin flat rectangular isotropic plate subjected to uniform uniaxial compressive loads using Taylor-Maclaurin series formulated deflection function. The plate has clamped and simply supported edges in both characteristic directions (CCSS boundary conditions). The governing equation is derived using a deformation plasticity theory and a work principle. Values of the plate buckling coefficient are calculated for aspect ratios from 0.1 to 2.0 at intervals of 0.1.},
 abstract={The results compared favourably with the elastic stability values and the percentage differences ranged from -0.353% to -7.427%. Therefore, the theoretical approach proposed in this study is recommended for the inelastic stability analysis of thin flat rectangular isotropic plates under uniform in-plane compression.},
 type={artykuł},
 title={Inelastic stability analysis of uniaxially compressed flat rectangular isotropic CCSS plate},
 keywords={deflection function, plastic buckling, rectangular plate, Taylor`s series, work principle},
}