Flexural Strengthening of Reinforced Concrete Cantilever Beams having Insufficient Splice Length
-
Published:2024-09
Issue:
Volume:
Page:102869
-
ISSN:2590-1230
-
Container-title:Results in Engineering
-
language:en
-
Short-container-title:Results in Engineering
Author:
Badawi Moataz,
Bahrami AlirezaORCID,
Ghalla Mohamed,
Emara Mohamed,
Mlybari Ehab A.,
Elsamak Galal
Reference99 articles.
1. Ayash NM, Abd-Elrahman AM, Soliman A-E. Repairing and strengthening of reinforced concrete cantilever slabs using Glass Fiber–Reinforced Polymer (GFRP) wraps. Structures: Elsevier; 2020. p. 2488-2506.
2. Granata MF, Messina D, Colajanni P, La Mendola L, Giudice EL. Performance of a historical cantilever reinforced concrete bridge with half-joint degradation. Structures: Elsevier; 2022. p. 561-575.
3. Integrated Interaction Diagrams for Sections Subjected to Axial Force and Bending Moment According to the American Concrete Institute and the Saudi Building Code;El-Abbasy;Arabian Journal for Science and Engineering,2021
4. Tensile, flexural, impact strength, and fracture properties of ultra-high-performance fiber-reinforced concrete–A comprehensive review;El-Abbasy;Construction and Building Materials,2023
5. Experimental and environmental investigations of the impacts of wood sawdust on the performance of reinforced concrete composite beams;Abdulhameed;Case Studies in Construction Materials,2023