Nonlinear Numerical Simulation Analysis on Mechanical Behavior of High-Strength Concrete Beams Reinforced by HRBF500 Steel

Li Juan Liu; Xian Guo Ye; Xun Chong; Qing Jiang; Lin Lin Xie

doi:10.4028/www.scientific.net/AMM.166-169.1607

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Nonlinear Numerical Simulation Analysis on...

Nonlinear Numerical Simulation Analysis on Mechanical Behavior of High-Strength Concrete Beams Reinforced by HRBF500 Steel

Abstract:

Mechanical Behavior of 3 high-strength concrete simply supported beams reinforced by HRBF500 steel with different stirrup ratio are simulated by software OpenSees .In order to establish the constitutive relationship of high-strength concrete more accurately, some parameters of modified Kent-Park were adjusted partly. Furthermore, the restraining effect of different stirrup ratio to the core concrete is considered by the concrete strength rasied coefficient k. The analysis results matched the test ones well, indicating that the OpenSees program is effective to simulate the mechanical behavior of high-strength concrete members reinforced by high-strength steel.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1607-1613

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1607

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Online since:

May 2012

Authors:

Li Juan Liu, Xian Guo Ye, Xun Chong, Qing Jiang, Lin Lin Xie

Keywords:

Constitutive Relationship, High-Strength Concrete (HSC), OpenSEES, Simply Supported Beam

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References

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