Article ID Journal Published Year Pages File Type
278113 International Journal of Solids and Structures 2012 9 Pages PDF
Abstract

This paper deals with optimal shapes against buckling of an elastic nonlocal small-scale Pflüger beams with Eringen’s model for constitutive bending curvature relationship. By use of the Pontryagin’s maximum principle the optimality condition in form of a depressed quartic equation is obtained. The shape of the lightest (having the smallest volume) simply supported beam that will support given uniformly distributed follower type of load and axial compressive force of constant intensity without buckling, is determined numerically. A special attention is paid to the influence of the characteristic small length scale parameter of the nonlocal constitutive law to both critical load and optimal shape of the analyzed beams. For the case when distributed follower type of load is zero, our results reduce to those obtained recently for compressed nonlocal beam. Also the post buckling shape of the optimally shaped rod is studied numerically.

► We derive nonlinear equations describing the deformations of Pflüger micro/nano beam. ► We derive the characteristic equation determining the stability of nano beam. ► The shape of optimal beam and savings in material are determined. ► The postcritical behavior of optimal and uniform beam is examined.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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