Minimum Ledge Tie Reinforcement for UHPFRC Ledge Beams
Abstract Ledge beams are employed as the primary girders in numerous existing bridges, parking garages and high-rise buildings. No experimental investigations have been reported on Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) ledge beams yet. This paper presents an experimental and nume...
Saved in:
| Main Authors: | Ahmed M. Yousef, Mohamed E. El Madawy, Karim Abd El-Hady |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
SpringerOpen
2025-05-01
|
| Series: | International Journal of Concrete Structures and Materials |
| Subjects: | |
| Online Access: | https://doi.org/10.1186/s40069-025-00761-9 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Application of topology optimisation in the strut-and-tie method: a review
by: Sławomir Dudziak
Published: (2025-06-01) -
Analysis of the structural behavior of beam-column joints in reinforced concrete frames considering bending towards the reduced side of the cross section
by: Carolina Grossi de Paiva, et al.
Published: (2025-06-01) -
Research on the Reinforcement Design of Concrete Deep Beams with Openings Based on the Strut-and-Tie Model
by: Haitao Chen, et al.
Published: (2025-04-01) -
The Unit Price Implication of Reinforcement Usage in Tie Beam Reinforced Concrete Construction
by: Mubarak Mubarak, et al.
Published: (2018-04-01) -
Experimental and numerical study of eccentrically loaded UHPFRC slender columns
by: Ahmed M. Yousef, et al.
Published: (2025-09-01)