| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 252339 | Composite Structures | 2012 | 11 Pages |
Abstract
A new model for FRP confined concrete columns is applied for eccentrically loaded circular and centrically loaded rectangular cross-sections. A good agreement was found between the calculations and both our own experimental data and those found in the literature. The shortcomings of the existing models are demonstrated. Based on our calculations a simplified model is also developed.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Bernát Csuka, László P. Kollár,