Fiber-reinforced plastic-confined rectangular columns subjected to axial loading

Bernát Csuka, L. Kollar

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

In this article, a model recently published by the authors is applied for the calculation of the axial resistance of centrically loaded fiber-reinforced plastic-confined rectangular concrete columns. The calculated results of our model agree well with the experimental data found in the literature. It is shown that the stiffness of the confinement has a much stronger effect on the strength than for the case of circular cross sections. Based on the numerical results, a simplified model is introduced which can be used in engineering practice.

Original languageEnglish
Pages (from-to)481-493
Number of pages13
JournalJournal of Reinforced Plastics and Composites
Volume31
Issue number7
DOIs
Publication statusPublished - Apr 2012

Fingerprint

Fiber reinforced plastics
Stiffness
Concretes

Keywords

  • axial
  • column
  • concrete
  • FRP-confined
  • rectangular

ASJC Scopus subject areas

  • Mechanical Engineering
  • Mechanics of Materials
  • Polymers and Plastics
  • Materials Chemistry
  • Ceramics and Composites

Cite this

Fiber-reinforced plastic-confined rectangular columns subjected to axial loading. / Csuka, Bernát; Kollar, L.

In: Journal of Reinforced Plastics and Composites, Vol. 31, No. 7, 04.2012, p. 481-493.

Research output: Contribution to journalArticle

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