Creep response of intermediate flexural cracking behavior of reinforced concrete beam strengthened with an externally bonded FRP plate-Reference-Cited by-同舟云学术

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Creep response of intermediate flexural cracking behavior of reinforced concrete beam strengthened with an externally bonded FRP plate

Published:2016-09 Issue: Volume:94-95 Page:196-205
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Hadjazi K.,Sereir Z.,Amziane S.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference34 articles.

1. Control of deflections in concrete structures (ACI 435R-95),1995

2. Efficiency of beam-column joint strengthened by FRP Laminates;Attari;Adv Compos Mater,2010

3. Mathematical Modelling of Creep and Shrinkage of Concrete;Bazant,1988

4. 3D nonlinear finite element model for the volume optimization of a RC beam externally reinforced with a HFRP plate;Bennegadi;Constr Build Mater,2013

5. Time-dependent behavior of RC beams strengthened with externally bonded FRP plates: interfacial stresses analysis;Benyoucef;Mech Time-Depend Mater,2007

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1. On the Finite Element Modelling of Long-Term Behavior of Pre-cracked RC Beams Strengthened with FRP;Lecture Notes in Civil Engineering;2024

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

4. Numerical Modelling of the Nonlinear Shear Creep Behavior of FRP-Concrete Bonded Joints;Materials;2023-01-13

5. Finite element-based prediction of the long-term deflection of reinforced concrete beams strengthened with prestressed fiber-reinforced polymers;Structures;2022-09

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