3D Nonlinear Punching Shear Simulation of Steel-Concrete Composite Slab
スポンサーリンク
概要
- 論文の詳細を見る
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.
- 公益社団法人 日本コンクリート工学会の論文
著者
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Ueda Tamon
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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Konno Katsuyuki
Social foundation engineering division, Hokkaido Institute of Technology
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Takahashi Ryosuke
Material Division, Port and Airport Research Institute, Japan.
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Sato Yasuhiko
Division of structural and Geotechnical Eng., Hokkaido University, Japan.
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Sato Yasuhiko
Division of Built Environment, Hokkaido University, Japan
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Ueda Tamon
Division of Built Environment, Hokkaido University, Japan
関連論文
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- Simulation of Chloride Diffusivity for Cracked Concrete Based on RBSM and Truss Network Model
- Punching Shear Failure Mechanism of Open Sandwich Slab and its Parameters' Effects
- 3D Nonlinear Punching Shear Simulation of Steel-Concrete Composite Slab
- Mesoscopic Simulation of Failure of Mortar and Concrete by 2D RBSM
- Mesoscopic Simulation of Failure of Mortar and Concrete by 3D RBSM
- Diagonal Tensile Failure Mechanism of Reinforced Concrete Beams