| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6741226 | Engineering Structures | 2013 | 13 Pages |
Abstract
- Steel fibers improve the deformation capacity of HSC columns under cyclic loading.
- Minimum shear reinforcement is required to improve effectiveness of steel fibers.
- SFRHSC columns ensures ductility values similar to NSC columns without fibers.
- EC-8 (2004) is on the unsafe side for low axial levels.
- EC-8 (2004) predictions are conservative in HSC columns with steel fibers.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Karen E. Caballero-Morrison, J.L. Bonet, Juan Navarro-Gregori, Pedro Serna-Ros,