Caustics and Buckling of Cracked Columns

by Lazopoulos, K.; Papadopoulos, G. A.

The experimental method of caustics is applied to buckling behaviour of straight cracked columns. Two major parameters of the problem may be defined through the caustics method: the SIF and the high strain internal region. The knowledge of these parameters may be used to improve predictions of the buckling behaviour of cracked columns.

DOI: 10.1007/s10704-006-6692-2
Print publication date: 11/1/2005
View article on SpringerLink

No comments yet. Be the first.

Leave a reply

You must be logged in to post a comment.