Seismic performance of a steel fiber reinforced concrete pile cap using headed main bars in foundation beams

Satoshi Kake, Masanori Sakata, Masaki Tabei, Masahiro Hoshino, Yoshihiro Ohta, Yuji Ishikawa

Research output: Contribution to journalArticle

Abstract

In this study, the seismic performance of SFRC pile cap using headed main bars in foundation beams was examined by a lateral loading test and an FEM analysis. A double strut model, involving the development of two struts in the pile cap, was identified as the stress transfer mechanism under lateral loading. The first strut to be formed connects the compressive parts at the opposite foundation beams end sections. The other strut to be formed connects the compressive part at the foundation beam end section to the head anchors of the foundation beam longitudinal bars of the beam end side.

Original languageEnglish
Pages (from-to)949-959
Number of pages11
JournalJournal of Structural and Construction Engineering
Volume84
Issue number761
DOIs
Publication statusPublished - 2019 Jan 1

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Steel fibers
Struts
Piles
Reinforced concrete
Anchors
Finite element method

Keywords

  • 3-dimensional non-linear FEManalysis
  • Headed anchor
  • Pile cap
  • Steelfiber reinforced concrete
  • Stress transfer mechanism

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

Cite this

Seismic performance of a steel fiber reinforced concrete pile cap using headed main bars in foundation beams. / Kake, Satoshi; Sakata, Masanori; Tabei, Masaki; Hoshino, Masahiro; Ohta, Yoshihiro; Ishikawa, Yuji.

In: Journal of Structural and Construction Engineering, Vol. 84, No. 761, 01.01.2019, p. 949-959.

Research output: Contribution to journalArticle

Kake, Satoshi ; Sakata, Masanori ; Tabei, Masaki ; Hoshino, Masahiro ; Ohta, Yoshihiro ; Ishikawa, Yuji. / Seismic performance of a steel fiber reinforced concrete pile cap using headed main bars in foundation beams. In: Journal of Structural and Construction Engineering. 2019 ; Vol. 84, No. 761. pp. 949-959.
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