Flexural strengthening of reinforced concrete cantilever beams having insufficient splice length
Structural systems often undergo changes due to variations in the usage, the loading conditions, or the presence of defects in their elements. The problem can be exacerbated when there is insufficient overlap between reinforcing bars in critical moment zones. This article investigates the behavior o...
Saved in:
| Main Authors: | Moataz Badawi, Alireza Bahrami, Mohamed Ghalla, Mohamed Emara, Ehab A. Mlybari, Galal Elsamak |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2024-12-01
|
| Series: | Results in Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2590123024011241 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Various configurations of externally bonded strain-hardening cementitious composite reducing shear failure risk of defected RC beams
by: Alireza Bahrami, et al.
Published: (2024-10-01) -
The effect of long-term and short-term loading on the flexural behavior of RC beams strengthened with the NSM method
by: Sima Rostami Aghouy, et al.
Published: (2025-07-01) -
Using Near-Surface-Mounted Small-Diameter Steel Wires to Improve Construction Efficiency in Strengthening Substandard Lapped Spliced Reinforced Concrete Beams
by: Sabry Fayed, et al.
Published: (2025-03-01) -
EXPERIMENTAL VERIFICATION OF IMPREGNATED TEXTILE REINFORCEMENT SPLICING BY OVERLAPPING
by: Tomáš Vlach, et al.
Published: (2019-07-01) -
Anchored and epoxied ferrocement strips for improving flexural performance of two-way reinforced concrete slabs
by: Galal Elsamak, et al.
Published: (2025-07-01)