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

Ryosuke Takahashi; Yasuhiko Sato; Katsuyuki Konno; Tamon Ueda

doi:10.3151/jact.3.297

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

Ryosuke Takahashi^*, Yasuhiko Sato, Katsuyuki Konno, Tamon Ueda

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

8 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 language	English
Pages (from-to)	297-307
Number of pages	11
Journal	Journal of Advanced Concrete Technology
Volume	3
Issue number	2
DOIs	https://doi.org/10.3151/jact.3.297
Publication status	Published - 2005
Externally published	Yes

ASJC Scopus subject areas

Building and Construction
Materials Science(all)

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10.3151/jact.3.297

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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.",

author = "Ryosuke Takahashi and Yasuhiko Sato and Katsuyuki Konno and Tamon Ueda",

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AU - Sato, Yasuhiko

AU - Konno, Katsuyuki

AU - Ueda, Tamon

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AB - 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.

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

Abstract

ASJC Scopus subject areas

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