Assessment of analysis-oriented stress-strain models for FRP-confined concrete under axial compression

T. Jiang, Jinguang Teng

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

Abstract

Many stress-strain models have been developed for fibre-reinforced polymer (FRP)-confined concrete. These models fall into two categories: (a) design-oriented models in simple closed-form expressions for direct use in design; and (b) analysisoriented models in which the stress-strain curve is generated via an incremental process. This paper is concerned with analysis-oriented models only, and in particular, those models based on the commonly accepted approach in which a model for actively-confined concrete is used as the base model. The paper first provides a critical review and assessment of existing analysis-oriented models for FRP-confined concrete. In this assessment, a database of 48 recent tests conducted by the authors' group is employed. The assessment clarifies how each of the key elements forming such a model affects its accuracy. The paper also presents a refined version of the most accurate model identified through this assessment.
Original languageEnglish
Title of host publicationProceedings of the 4th International Specialty Conference on Fibre Reinforced Materials
PublisherCI-Premier Pte Ltd
Pages13-24
Number of pages12
ISBN (Electronic)9789810555634, 9810555636
Publication statusPublished - 1 Jan 2017
Event4th International Specialty Conference on Fibre Reinforced Materials - Hong Kong, Hong Kong
Duration: 30 Oct 200631 Oct 2006

Conference

Conference4th International Specialty Conference on Fibre Reinforced Materials
CountryHong Kong
CityHong Kong
Period30/10/0631/10/06

Keywords

  • Concrete
  • Confinement
  • FRP
  • Stress-strain behaviour
  • Stress-strain models

ASJC Scopus subject areas

  • Materials Science(all)
  • Mechanics of Materials

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