Probabilistic-based assessment for tensile strain-hardening potential of fiber-reinforced cementitious composites

Junxia Li, En Hua Yang*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

17 Citations (Scopus)

Abstract

This paper presents a novel probabilistic-based approach considering material heterogeneity to assess the tensile strain-hardening potential of fiber-reinforced cementitious composites (FRCC). Multivariate adaptive regression splines (MARS) method is used to explicitly express the performance indices governing tensile strain-hardening. First order reliability method (FROM) is then carried out to evaluate tensile strain-hardening potential of FRCC. Results show that strain capacity of FRCC has a negative correlation with failure probability and it increases exponentially with decreasing failure probability. Analysis of variance (ANOVA) decomposition of MARS model indicates increasing fiber strength and volume, reducing fiber modulus, and moderate interface frictional bond are effective means to improve tensile strain-hardening potential of FRCC. The proposed approach is thus able to consider uncertainty in evaluating tensile strain-hardening potential of FRCC by treating micromechanical parameters as random variables and taking heterogeneity into account in the probabilistic-based model.

Original languageEnglish
Pages (from-to)108-117
Number of pages10
JournalCement and Concrete Composites
Volume91
DOIs
Publication statusPublished - Aug 2018
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2018 Elsevier Ltd

ASJC Scopus Subject Areas

  • Building and Construction
  • General Materials Science

Keywords

  • Engineered cementitious composites (ECC)
  • Fiber-reinforced cementitious composites (FRCC)
  • First order reliability method (FROM)
  • Multivariate adaptive regression splines (MARS)
  • Strain-hardening cementitious composites (SHCC)
  • Tensile strain-hardening

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