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Nonlinear Finite Element Analysis of Interior Beam-Column Joints in Reinforced Concrete Frame

Zhao, Huang-Juan / Fan, Hai-Tao / Wang, Zhi-Xin

By using finite element analysis software ABAQUS, the mechanical behavior of the beam-column joints is studied through analyzing 8 interior beam-column joints in RC frame. Meanwhile, the factors which can have effects on the behavior of the beam-column joints are also obtained. The reasonable parameters such as material constitutive, the boundary conditions and mesh types will directly affect the accuracy of finite element analysis results. The mechanical behavior of the beam-column joint in RC frame is decided by concrete strength and volumetric percentage of stirrups. With the increase of concrete strength and volumetric percentage of stirrups in joint core, the shear capacity of interior beam-column joints in RC frame is improved.

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Nonlinear Finite Element Analysis of Interior Beam-Column Joints in Reinforced Concrete Frame

Zhao, Huang-Juan / Fan, Hai-Tao / Wang, Zhi-Xin

By using finite element analysis software ABAQUS, the mechanical behavior of the beam-column joints is studied through analyzing 8 interior beam-column joints in RC frame. Meanwhile, the factors which can have effects on the behavior of the beam-column joints are also obtained. The reasonable parameters such as material constitutive, the boundary conditions and mesh types will directly affect the accuracy of finite element analysis results. The mechanical behavior of the beam-column joint in RC frame is decided by concrete strength and volumetric percentage of stirrups. With the increase of concrete strength and volumetric percentage of stirrups in joint core, the shear capacity of interior beam-column joints in RC frame is improved.

Nonlinear Finite Element Analysis of Interior Beam-Column Joints in Reinforced Concrete Frame

Zhao, Huang-Juan / Fan, Hai-Tao / Wang, Zhi-Xin

By using finite element analysis software ABAQUS, the mechanical behavior of the beam-column joints is studied through analyzing 8 interior beam-column joints in RC frame. Meanwhile, the factors which can have effects on the behavior of the beam-column joints are also obtained. The reasonable parameters such as material constitutive, the boundary conditions and mesh types will directly affect the accuracy of finite element analysis results. The mechanical behavior of the beam-column joint in RC frame is decided by concrete strength and volumetric percentage of stirrups. With the increase of concrete strength and volumetric percentage of stirrups in joint core, the shear capacity of interior beam-column joints in RC frame is improved.

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Title:

Nonlinear Finite Element Analysis of Interior Beam-Column Joints in Reinforced Concrete Frame

Contributors:

Zhao, Huang-Juan (author) / Fan, Hai-Tao (author) / Wang, Zhi-Xin (author)

Published in:

CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 1062-1066

Applied Mechanics and Materials ; 166-169

Publication date:

2012

Size:

5 Seiten

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1062

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Finite-Elemente-Analyse , Klampe , Prozentsatz , bewehrter Beton , Randbedingung

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