Disturbance to stability of a member occurs with presence of any external force of different nature than that of the pre-applied load in action or through presence of any eccentric loading. These disturbances includes effects such as buckling in columns and plates which happens when action due to applied load is lesser than the moment due to disturbing agent. This paper investigates the buckling strength of steel plates subjected to loads widthwise, with varying support conditions lengthwise and an effort to trace the load deformation characteristics during post buckling stages, where the transverse strips of plates try to resist the buckling phenomena of longitudinal strips using finite element modeling tool. Hence, resulting in failure of a member at a load greater than that observed during initial buckling stages.
CITATION STYLE
Sunagar*, P. … B., N. (2020). Analytical and Finite Element Post Buckling Analysis of Isotropic Steel Plate Subjected to the in-Plane Loading. International Journal of Recent Technology and Engineering (IJRTE), 8(5), 4848–4850. https://doi.org/10.35940/ijrte.e7005.018520
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