Correlation of constitutive response of hybrid textile reinforced concrete from tensile and flexural tests

Barzin Mobasher, Vikram Dey, Zvi Cohen, Alva Peled

Research output: Contribution to journalArticle

22 Scopus citations

Abstract

This papers addresses the disparities that exist in measuring the constitutive properties of thin section cement composites using a combination of tensile and flexural tests. It is shown that when the test results are analyzed using a simplified linear analysis, the variability between the results of tensile and flexural strength can be as high as 200-300%. Experimental results of tension and flexural tests of laminated Textile Reinforced Concrete (TRC) composites with alkali resistant (AR) glass, carbon, aramid, polypropylene textile fabrics, and a hybrid reinforcing system with aramid and polypropylene are presented. Correlation of material properties is studied analytically using a parametric model for simulation of flexural behavior using a closed form solution based on tensile stress-strain constitutive relation. The flexural load carrying capacity of TRC composites is computed using a back-calculation approach, and parameters for a strain hardening material model are obtained using the closed form equations. While the parametric model over predicts the simulated tensile response for carbon and polypropylene TRCs, predictions are however consistent with experimental trends for aramid and glass TRCs. Detailed discussion of the differences between backcalculated and experimental tensile properties is presented. Results can be implemented as average moment-curvature relationship in the structural design and analysis of cement composites.

Original languageEnglish (US)
Pages (from-to)148-161
Number of pages14
JournalCement and Concrete Composites
Volume53
DOIs
StatePublished - Oct 2014

Keywords

  • Alkali resistant glass fibers
  • Aramid fibers
  • Back-calculation
  • Beams
  • Carbon fibers
  • Cracking
  • Ductility
  • Fiber reinforced concrete
  • Fibers
  • Flexural tests
  • High-strength concrete
  • Polypropylene fibers
  • Stress-strain
  • Tension tests
  • Textile reinforced concrete
  • Toughness

ASJC Scopus subject areas

  • Building and Construction
  • Materials Science(all)

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