Three-dimensional finite element modeling for post-buckling analysis of cracked columns

Abstract

Purpose

The purpose of this paper is to investigate the effect of crack surfaces contact on the post-buckling behavior of a slender column with a non-propagating crack.

Design/methodology/approach

In this paper a 3D finite element model has been implemented to study the post-buckling behavior of a slender column with a non-propagating crack. According to this model, the column is discretized into three-dimensional solid elements. Contact conditions are considered between the crack surfaces. The non-linear equations for this model are solved using an incremental-iterative procedure, and the equilibrium path of the cracked column is extracted.

Findings

Load-displacement curves are presented for a cantilever column with a transverse surface crack of either uniform or non-uniform depth across the column cross-section. For both crack shapes, the load-displacement curves are presented for various values of crack depth and position. The results of this study are in good agreement with the results available in the literature. Comparisons with the results of the always-open crack were performed. The post-buckling behavior of a column with a uniform depth crack is more sensitive to variations in crack depth and position than the post-buckling behavior of a column with a non-uniform depth crack.

Originality/value

A 3D finite element approach for the post-buckling behavior of a transversely cracked column including contact between crack surfaces.

Citation

Bouboulas, A. and Anifantis, N. (2016), "Three-dimensional finite element modeling for post-buckling analysis of cracked columns", International Journal of Structural Integrity, Vol. 7 No. 3, pp. 397-411. https://doi.org/10.1108/IJSI-01-2015-0003