The Failure Process Analysis of Reinforced Concrete Beams with Different Steel Reinforcement Ratio

Ji Xin Yang; Kun Huang

doi:10.4028/www.scientific.net/AMM.351-352.960

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Structure Seismic Response Analysis under Pile-Soil-Structure Interaction
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Study on Failure Trend of Double Column Deflection Machine Structure on Basis of Static Strength Analysis
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Numerical Analysis on a New Type Cross-Shaped Frame Joint of Steel Reinforced Concrete Special-Shaped Column
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Research on Adhesive Property of Reinforced Concrete Sructure Strengthened with Near-Surface Mounted FRP Bars
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352The Failure Process Analysis of Reinforced...

The Failure Process Analysis of Reinforced Concrete Beams with Different Steel Reinforcement Ratio

Abstract:

In this article, we will do a numerical simulation of reinforced concrete beams (under-reinforced beam, balanced-reinforced beam, over-reinforcement beam). Analysis shows that use Solid65 element can simulate the nonlinear mechanical properties of the reinforced concrete beam under different reinforcement ratio better. So we think that the finite element software can be used to calculate the mechanical behavior of the reinforced concrete.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

960-963

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.960

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Online since:

August 2013

Authors:

Ji Xin Yang, Kun Huang

Keywords:

Finite Element, Nonlinear, Reinforced Concrete (RC) Beam

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References

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