Inelastic post-buckling of columns

Prathap, Gangan and Varadan, TK (1986) Inelastic post-buckling of columns. Journal of Applied Mechanics, 53 (3). pp. 719-721.

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    Abstract

    The concept of integrating through paper thickness to account for the stress reversal has been extensively applied before for the optimum design of slender cantilever columns. In this the earlier procedure of integrating through the thickness as indicated by the present authors, is used to determine the axial load and bending moment that each section can carry, and this is further used to compute the state of deformation in the structure. This indirect numerical iterative analysis allows the post-buckling behavior of a structure for nonlinearly elastic material to be determined as function of the parameters in the stress-strain laws.

    Item Type: Journal Article
    Uncontrolled Keywords: Stresses-Analysis;Post-buckling behavior;Stress-strain laws;Columns
    Subjects: ENGINEERING > Engineering (General)
    Division/Department: Structures Division, Other
    Depositing User: Ms. Alphones Mary
    Date Deposited: 22 Feb 2006
    Last Modified: 24 May 2010 09:38
    URI: http://nal-ir.nal.res.in/id/eprint/453

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