Shear creep of epoxy at the concrete–FRP interfaces

Author:

Choi Kyoung-Kyu,Meshgin Pania,Reda Taha Mahmoud M.

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. Lopez-Anido RA, Naik TR. Emerging materials for civil infrastructure: state of the art. ISBN 0-7844-0538-7. ASCE, 2000.

2. Strengthening of structures using carbon fibre/epoxy composites;Meier;Constr Build Mater,1995

3. A new steel anchorage system for post-tensioning applications using carbon fibre reinforced plastic tendons;Sayed-Ahmed;Can J Civil Eng,1998

4. Force transfer in epoxy-bonded steel–concrete joints;van Gemert;Int J Adhes Adhes,1980

5. Shear strengthening of reinforced concrete beams using externally applied composite fabrics;Chajes;ACI Struct J,1995

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2. Mixed-Mode Debonding in CFRP-to-Steel Fiber–Reinforced Concrete Joints;Journal of Composites for Construction;2024-02

3. Continuum mechanics-based simulations to model creep recovery behavior of polymer composites;Dynamic Mechanical and Creep-Recovery Behavior of Polymer-Based Composites;2024

4. Long-Term Behaviour of Steel Reinforced Polymer (SRP) Systems Bonded to Concrete Substrates;Lecture Notes in Civil Engineering;2023-09-10

5. Multiscale viscoelastic analysis of FRP-strengthened concrete beams;International Journal of Mechanical Sciences;2023-09

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