Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6774723 | Structures | 2016 | 12 Pages |
Abstract
The Hencky bar-chain model is developed for the buckling analysis of non-uniform columns. While the end rotational spring stiffnesses of the Hencky bar-chain are uniquely calibrated by the finite difference column model, the internal rotational spring stiffnesses may be defined in various ways for non-uniform columns. This paper studies three different ways in specifying the internal rotational spring stiffnesses and examine their effects on the buckling loads for various shapes of non-uniform columns. The developed Hencky bar-chain model facilitates buckling analysis and optimization of non-uniform columns as well as providing a physical interpretation to the numerical finite difference method.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
E. Ruocco, H. Zhang, C.M. Wang,