Arda M.Aydogdu M.2024-06-122024-06-1220179.78304E+121012-0394https://doi.org/10.4028/www.scientific.net/SSP.267.151https://hdl.handle.net/20.500.14551/16790Research Council of Lithuania26th International Baltic Conference on Materials Engineering, 2017 -- 26 October 2017 through 27 October 2017 -- -- 200199In the present study, buckling of eccentrically loaded nanobeams in which the load is not applied at the centroid of cross section, has been studied. Eringen’s Nonlocal Elasticity Theory has been used in the formulation of governing equation of motion of the nanobeam. Simply supported and free boundary conditions for nanobeam have been taken consideration. The effect of nonlocal parameter, eccentricity of the load, nanobeam length on the buckling deflection and critical buckling load on nanobeam have been investigated. Present results can be useful in the design of nano-structures. © 2017 Trans Tech Publications, Switzerland.en10.4028/www.scientific.net/SSP.267.151info:eu-repo/semantics/closedAccessBuckling; Eccentrical Load; Nanobeam; Nonlocal ElasticityElasticity; Equations Of Motion; Nanowires; Critical Buckling Loads; Eccentrically Loaded; Free Boundary Conditions; Governing Equations; Nano Beams; Non-Local Elasticities; Non-Local Elasticity Theories; Simply Supported; BucklingConference Object267 SSP1511562-s2.0-85032195406Q4