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Numerical Analysis of Punching Shear Failure of Self-Compacting Fiber Reinforced Concrete (SCFRC) Ribbed Slabs

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Abstract:

This paper deals with behavior and capacity of punching shear resistance for ribbed slabs produce from self-compacting fiber reinforced concrete (SCFRC) by application of nonlinear finite element method. The analysis will be achieved by using ABAQUS software. The nonlinear finite element analysis by ABAQUS will be compare with the experimental results. Results and conclusions may be useful for establishing recommendation and need to be acknowledged.

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Periodical:

Materials Science Forum (Volume 972)

Pages:

93-98

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.972.93

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Online since:

October 2019

Authors:

Nurulain Hanida Mohamad Fodzi*, Mohd Hisbany Mohd Hashim

Keywords:

Nonlinear FEM, Punching Shear, Ribbed Slabs, Self-Compacting Concrete, Steel Fibers

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© 2019 Trans Tech Publications Ltd. All Rights Reserved

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References

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