Performance of hybrid reinforced concrete beam column joint

A critical review

Md Rashedul Kabir, M. Shahria Alam, Aly Marei Said, Achraf Ayad

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

Large residual strain in reinforced concrete structures after a seismic event is a major concern for structural safety and serviceability. Alternative reinforcement materials like fiber-reinforced polymer (FRP) have been widely used to mitigate corrosion problems associated with steel. Low modulus of elasticity and brittle behavior compared to steel has made the use of FRP unsuitable in seismic resistant strictures. A combination of steel-FRP reinforcement configuration can address the problem of corrosion. Therefore, introducing a material that shows strong post elastic behavior without any decay due to corrosion is in demand. Shape memory alloy (SMA), a novel material, is highly corrosion resistive and shows super elastic property. Coupling SMA with FRP or steel in the plastic hinge region allows the structure to undergo large deformations, but regains its original shape upon unloading. In this study, the performance characteristics of four previously tested beam-column joints reinforced with different configurations (steel, SMA/steel, glass fiber reinforced polymer (GFRP) and SMA/FRP) are compared to assess their capacity to endure extreme loading. Experimental results are scrutinized to compare the behavior of these specimens in terms of load-story drift and energy dissipation capacity. SMA/FRP and SMA/Steel couples have been found to be an acceptable approach to reduce residual deformation in beam-column joints with adequate energy dissipation capacity. However, SMA/FRP is superior to SMA/Steel concerning to the corrosion issue in steel.

Original languageEnglish (US)
Article number13
JournalFibers
Volume4
Issue number2
DOIs
StatePublished - Jan 1 2016

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Shape memory effect
Reinforced concrete
Polymers
Steel
Fibers
Corrosion
Alloy steel
Energy dissipation
Reinforcement
Regain
Steel fibers
Hinges
Unloading
Concrete construction
Glass fibers
Loads (forces)
Elastic moduli
Plastics

All Science Journal Classification (ASJC) codes

  • Ceramics and Composites
  • Civil and Structural Engineering
  • Biomaterials
  • Mechanics of Materials

Cite this

Kabir, Md Rashedul ; Alam, M. Shahria ; Said, Aly Marei ; Ayad, Achraf. / Performance of hybrid reinforced concrete beam column joint : A critical review. In: Fibers. 2016 ; Vol. 4, No. 2.
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Performance of hybrid reinforced concrete beam column joint : A critical review. / Kabir, Md Rashedul; Alam, M. Shahria; Said, Aly Marei; Ayad, Achraf.

In: Fibers, Vol. 4, No. 2, 13, 01.01.2016.

Research output: Contribution to journalArticle

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