Analysis of steel-GFRP reinforced concrete circular columns

M. S. Shraideh, Riyad S Aboutaha

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

This paper presents results from an analytical investigation of the behavior of steel reinforced concrete circular column sections with additional Glass Fiber Reinforced Polymers (GFRP) bars. The primary application of this composite section is to relocate the plastic hinge region from the column-footing joint where repair is difficult and expensive. Mainly, the study focuses on the development of the full nominal moment-axial load (M-P) interaction diagrams for hybrid concrete sections, reinforced with steel bars as primary reinforcement, and GFRP as auxiliary control bars. A large parametric study of circular steel reinforced concrete members were undertaken using a purpose-built MATLAB

Original languageEnglish (US)
Pages (from-to)351-364
Number of pages14
JournalComputers and Concrete
Volume11
Issue number4
StatePublished - Apr 2013

Fingerprint

Steel fibers
Glass fibers
Reinforced concrete
Steel
Polymers
Axial loads
Hinges
MATLAB
Reinforcement
Repair
Concretes
Plastics
Composite materials

Keywords

  • Bridge columns and foundations
  • Glass fiber reinforced polymers (GFRP)
  • Material constitutive models
  • Plastic hinge
  • Reinforced concrete

ASJC Scopus subject areas

  • Computational Mechanics

Cite this

Analysis of steel-GFRP reinforced concrete circular columns. / Shraideh, M. S.; Aboutaha, Riyad S.

In: Computers and Concrete, Vol. 11, No. 4, 04.2013, p. 351-364.

Research output: Contribution to journalArticle

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