The influence of interaction between NSM and internal reinforcements on the structural behavior of upgrading RC beams
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference39 articles.
1. Investigation of the ultimate capacity of NSM FRP-strengthened concrete bridge deck slabs;Zheng;Arab J Sci Eng,2018
2. CFRP strips for enhancing flexural performance of RC beams by SNSM strengthening technique;Hosen;Constr Build Mater,2018
3. Reinforced concrete beams strengthened in flexure with near-surface mounted (NSM) CFRP strips: Current status and research needs;Zhang;Compos B,2017
4. Experimental and numerical study of RC beams strengthened with bottom and side NSM GFRP bars having different end conditions;Sharaky;Constr Build Mater,2017
5. Flexural behavior of RC beams strengthened by NSM GFRP bars having different end conditions;Reda;Compos Struct,2016
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1. Carbon Fiber Reinforced Polymer (CFRP) for Structural Capacity Enhancement of RC Beams Incorporating Innovative Side Hybrid (SH) Technique;Buildings;2024-06-23
2. Performance of NSM GFRP Retrofitted Postfire RC Slabs Under Monotonic and Cyclic Loadings;Civil Engineering Journal;2024-06-01
3. Enhancing Flexural Resistance in Pre-Damaged RC Beams with Near-Surface Mounted GFRP Bar and Bolt Anchoring System;Buildings;2024-03-07
4. A Deformability-Based Mechanical Model for Predicting Shear Strength of Frp-Strengthened Rc Beams Failed in Concrete Cover Separation;2024
5. Bond Durability of Near-Surface-Mounted BFRP and GFRP Bars in Aggressive Environments;Journal of Composites for Construction;2023-12
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