An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates-Reference-Cited by-同舟云学术

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An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates

Published:1998-01 Issue:4 Volume:29 Page:411-424
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Garden H.N.,Hollaway L.C.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference34 articles.

1. Methods of Strengthening Existing Highway Bridges;Klaiber,1987

2. External Strengthening of Concrete Bridges with Bonded Steel Plates;Raithby,1980

3. Strenghening of bridge beams and similar structures by means of epoxy-resin bonded external reinforcement;Dussek;Transp. Res. Rec.,1980

4. Strengthening of RC and PC structures with bonded FRP plates;Rostasy,1992

5. Strengthening of structures with CFRP laminates;Meier,1991

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1. Anchoring and stressing methods for prestressed FRP plates: State-of-the-art review;Journal of Reinforced Plastics and Composites;2024-06-25

2. Secondary flexural behaviour of reinforced concrete beams strengthened with special-shaped rivet bonded steel plates and prestressed CFRP bars;European Journal of Environmental and Civil Engineering;2024-05-19

3. Explaining concrete cover delamination failure mechanisms in CFRP strengthened RC beams to propose mechanics-based design approach;Structures;2024-05

4. Cracking and failure mode behavior of hybrid FRP strengthened RC column members under flexural loading;Structural Concrete;2024-03-25

5. Experimental study on large-scale compression members strengthened with circumferential prestressed CFRP plate;Heliyon;2024-03

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