Flexural capacity prediction of composite RC members strengthened with UHPC based on existing design models

Kazutaka Shirai, Hor Yin, Wee Teo

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

Ultra-high-performance concrete (UHPC), a new generation of cementitious materials with very high strength, ductility, and durability, has been used for enhancing reinforced concrete (RC) structures as a strengthening material. The structural performance of RC members strengthened by UHPC or UHPC-concrete composite members is significantly improved. However, there are few methods for predicting the capacity of UHPC-concrete composite members. The present study proposes a simple method based on existing design models for the prediction of the flexural strength of composite RC members strengthened with UHPC at the tension zone. Rectangular stress block diagrams are used for the compression and tension zones of the conventional concrete and UHPC layers, respectively, in a composite section. The prediction results show good agreement with experimental results. The failure modes are predicted and compared with those observed in an actual test. Furthermore, a parametric study is carried out by varying some parameters, including the thickness of the UHPC layer and the compressive strength of UHPC. The results show that the proposed method can predict the flexural strength of UHPC-concrete composite members.

Original languageEnglish
Pages (from-to)44-55
Number of pages12
JournalStructures
Volume23
Early online date25 Nov 2019
DOIs
Publication statusPublished - Feb 2020

Keywords

  • Failure mode
  • Flexural strength
  • Reinforced concrete structure
  • UHPC layer
  • UHPC-concrete composite member
  • Ultra-high-performance concrete (UHPC)

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Safety, Risk, Reliability and Quality

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