Shear capacity of high performance fiber reinforced concrete I-beams

Withit Pansuk, Thuc N. Nguyen, Yasuhiko Sato, J. A. Den Uijl, J. C. Walraven

Research output: Contribution to journalArticle

12 Citations (Scopus)

Abstract

An experimental program was carried out to investigate the shear capacity of High-Performance Fiber-Reinforced Concrete (HPFRC) I-beams. The main parameters were assigned as the fiber content and presence of shear reinforcement. To study the effect of these main parameters on the shear capacity, testing of six I-beams and other control specimens was conducted. It can be observed from the results of the experimental study that the presence of fibers and shear reinforcement significantly improves the ultimate capacity and structural behavior of HPFRC members. Finally, the experimental results are discussed, and the shear capacity of HPFRC can be estimated by extending the code provisions stated in AFGC-Sétra 2013.

Original languageEnglish
Pages (from-to)182-193
Number of pages12
JournalConstruction and Building Materials
Volume157
DOIs
Publication statusPublished - 2017 Dec 30
Externally publishedYes

Keywords

  • Fiber content
  • High performance fiber reinforced concrete (HPFRC)
  • Shear capacity
  • Shear reinforcement

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

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