Analysis of FRP confined concrete columns by a new confinement sensitive model

B. Csuka, L. Kollar

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

A new model for FRP confined concrete columns based on a sophisticated material model is presented. It was found that - on the contrary to most of the available literature - the stiffness of the confining material may have a significant effect on the concrete strength. The results are verified by experiments.

Original languageEnglish
Title of host publicationICCM International Conferences on Composite Materials
Publication statusPublished - 2011
Event18th International Conference on Composites Materials, ICCM 2011 - Jeju, Korea, Republic of
Duration: Aug 21 2011Aug 26 2011

Other

Other18th International Conference on Composites Materials, ICCM 2011
CountryKorea, Republic of
CityJeju
Period8/21/118/26/11

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Keywords

  • Axially loaded
  • Circular
  • Column
  • Concrete
  • FRP confined
  • Rectangular

ASJC Scopus subject areas

  • Engineering(all)
  • Ceramics and Composites

Cite this

Csuka, B., & Kollar, L. (2011). Analysis of FRP confined concrete columns by a new confinement sensitive model. In ICCM International Conferences on Composite Materials