Effect of combined pre-cracking and corrosion on the method of repair of concrete beams-Reference-Cited by-同舟云学术

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Effect of combined pre-cracking and corrosion on the method of repair of concrete beams

Published:2017-02 Issue: Volume:132 Page:462-469
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Siad Ali,Bencheikh Mohamed,Hussein Luaay

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Global Needs for Knowledge Dissemination, Research, and Development in Materials Deterioration and Corrosion Control;Schmitt,2009

2. Concrete Durability;Olivier,2008

3. Residual strength of corrosion-damaged reinforced concrete beams;Azad;ACI Mater. J.,2007

4. Concrete delamination caused by steel reinforcement corrosion;Li;J. Mater. Civ. Eng.,2007

5. Bond strength modelling for corroded reinforcements;Wang;Constr. Build. Mater.,2006

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. NSM and hybrid techniques for retrofitting corroded RC beams using GFRP bars;European Journal of Environmental and Civil Engineering;2023-06-10

2. Flexural Behavior of Damaged Hollow RC Box Girders Repaired with Prestressed CFRP;Materials;2023-04-24

3. Quantitative Assessment of Strengthening Strategies and Design Recommendations for the Repair of Corrosion-Damaged Reinforced Concrete Members;Buildings;2023-04-19

4. Numerical analysis of the mechanical behavior of the impact-damaged RC beams strengthened with CFRP;Composite Structures;2021-10

5. Experimental study of FRP-strengthened concrete beams with corroded reinforcement;Construction and Building Materials;2021-09

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