Enhancement of circular RC columns using steel mesh as internal or external confinement under the influence of axial compression loading
Reinforced concrete (RC) columns cannot get supreme confinement by using the customary steel stirrups reinforcement because of the requirements for the spacing distances between the stirrups in addition to concrete continuance problem. For this, Steel Mesh (SM) externally wrapped around the outer pe...
Saved in:
| Main Authors: | Mohamed Emara, Mostafa S. Rizk, Heba A. Mohamed, Mahmoud Zaghlal |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2021-10-01
|
| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/3116/3320 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A Comparative Investigation on Axial and Flexural Performance of Circularized Square RC Columns with Discontinuous and Continuous CFRP Confinement
by: Anh Duc Mai, et al.
Published: (2025-04-01) -
Failure analysis of hybrid strengthened RC square column
by: Vivekanandan R, et al.
Published: (2024-03-01) -
Axial behaviour of strengthened circular hollow reinforced concrete column with CFRP partial confinement
by: Ruqayyah Ismail, et al.
Published: (2022-03-01) -
Rubberized reinforced concrete columns�under axial and cyclic loading�
by: Heba A. Mohamed, et al.
Published: (2024-10-01) -
Model for the assessment of rectangular reinforced concrete columns with limited confinement details
by: Franco Benedetti, et al.
Published: (2025-09-01)