Efficient shear retrofitting of reinforced concrete beams using prestressed deep embedded bars
Author:
Funder
NRC
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference38 articles.
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3. Phased nonlinear finite-element analysis of precracked RC T-beams repaired in shear with CFRP sheets;Dirar;J Compos Constr,2013
4. Optimum Shear Strengthening of Reinforced Concrete Beams using an Un-bonded CFRP Strap Shear Retrofitting System;Kurukulasuriya,2017
5. Shear strengthening of existing concrete bridges;Valerio;Proceedings of the Institution of Civil Engineers-Structures and Buildings,2003
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1. Experimental and analytical investigations on debonding response of embedded through-section ribbed GFRP bar-to-concrete joints at elevated temperatures;Construction and Building Materials;2024-10
2. Experimental behaviour, FE modelling and design of large-scale reinforced concrete deep beams shear-strengthened with embedded fibre reinforced polymer bars;Structures;2024-09
3. Finite element analysis on flexural performance of the bending capacity for concrete beams reinforced with ECC and aluminum alloy bars;Highlights in Science, Engineering and Technology;2023-07-27
4. Shear strengthening of continuous RC T-beams with deep embedded CFRP and steel bars: A numerical study;Structures;2023-06
5. Structural retrofitting of impaired dapped-end beams: a review;CAN J CIVIL ENG;2023
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