Nonlinear Finite Element Analysis of Layered Steel Fiber Reinforced Concrete Beam

Hang Jing; Yong Quan Li

doi:10.4028/www.scientific.net/AMM.166-169.616

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Nonlinear Finite Element Analysis of Layered Steel...

Nonlinear Finite Element Analysis of Layered Steel Fiber Reinforced Concrete Beam

Abstract:

A simplified finite element model for analysis of the Layered steel fiber beams with the concrete damaged plasticity model has been presented. The numerical simulation of load-deflection curve of layered steel fiber reinforced concrete beam under three-point loads is performed using ABAQUS. The results of simulation are generally in conformance with the experiment. The results of numerical simulation show that layered steel fiber has little contribution to the elastic capacity of concrete beam. But it can improve the ultimate bearing capacity of concrete beam obviously. The bending collapse style of layered steel fiber reinforced concrete beam is different from plain concrete beam evidently with obvious ductile characteristic.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

616-619

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.616

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Online since:

May 2012

Authors:

Hang Jing, Yong Quan Li

Keywords:

Layered Steel Fiber Reinforced Concrete, Load-Deflection Curve, Nonlinear Finite Element Analysis, Numerical Simulation

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References

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