Paper Title:
Buckling of Thin-Walled Cracked Columns
  Abstract

In this paper, the problem of torsional buckling of a thin-walled edge cracked column, under pure bending, is studied. To the authors’ knowledge, this subject has not been widely investigated in the literature. A cracked member can buckle in the plane orthogonal to the crack and out of plane triggering the Mode-III crack opening. Analytical expressions for the characteristic equation are derived for an I-beam. The influence of the crack length and position on the buckling load is investigated.

  Info
Periodical
Key Engineering Materials (Volumes 324-325)
Edited by
M.H. Aliabadi, Qingfen Li, Li Li and F.-G. Buchholz
Pages
1127-1130
DOI
10.4028/www.scientific.net/KEM.324-325.1127
Citation
C. Carloni, C. Gentilini, L. Nobile, "Buckling of Thin-Walled Cracked Columns", Key Engineering Materials, Vols. 324-325, pp. 1127-1130, 2006
Online since
November 2006
Export
Price
$32.00
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