Shear capacity of high performance fiber reinforced concrete I-beams

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

*この研究の対応する著者

研究成果: Article査読

36 被引用数 (Scopus)

抄録

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.

本文言語English
ページ(範囲)182-193
ページ数12
ジャーナルConstruction and Building Materials
157
DOI
出版ステータスPublished - 2017 12月 30
外部発表はい

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 材料科学(全般)

フィンガープリント

「Shear capacity of high performance fiber reinforced concrete I-beams」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル