3D nonlinear punching shear simulation of steel-concrete composite slab

Ryosuke Takahashi, Yasuhiko Sato, Katsuyuki Konno, Tamon Ueda

Research output: Contribution to journalArticle

7 Citations (Scopus)

Abstract

In this study, a model for the interface between a concrete slab and a steel plate in composite slabs with studs is developed through a bending test for composite beams. A smeared reinforcing stud model is also implemented to consider the shear-reinforcing effect of taller studs. 3D nonlinear finite element analysis using the model for the interface and the reinforcing stud model developed in this study is found to predict punching shear behavior of composite slabs.

Original languageEnglish
Pages (from-to)297-307
Number of pages11
JournalJournal of Advanced Concrete Technology
Volume3
Issue number2
DOIs
Publication statusPublished - 2005 Dec 1
Externally publishedYes

Fingerprint

Punching
Steel
Concretes
Composite materials
Concrete slabs
Bending tests
Interfaces (computer)
Finite element method

ASJC Scopus subject areas

  • Building and Construction

Cite this

3D nonlinear punching shear simulation of steel-concrete composite slab. / Takahashi, Ryosuke; Sato, Yasuhiko; Konno, Katsuyuki; Ueda, Tamon.

In: Journal of Advanced Concrete Technology, Vol. 3, No. 2, 01.12.2005, p. 297-307.

Research output: Contribution to journalArticle

Takahashi, Ryosuke ; Sato, Yasuhiko ; Konno, Katsuyuki ; Ueda, Tamon. / 3D nonlinear punching shear simulation of steel-concrete composite slab. In: Journal of Advanced Concrete Technology. 2005 ; Vol. 3, No. 2. pp. 297-307.
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