On the Discrete Numerical Simulation of Steel Fibre Reinforced Concrete (SFRC)

J.N. Karadelis; L. Zhang

doi:10.5923/j.jce.20150506.04

On the Discrete Numerical Simulation of Steel Fibre Reinforced Concrete (SFRC)

J.N. Karadelis
, L. Zhang

Research output: Contribution to journal › Article

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Abstract

The main aim of this article is to simulate the tensile behaviour of steel fibre reinforced concrete (SFRC) by using the finite element analysis (FEA) code, ABAQUS. A simple, direct, discrete modelling plan is proposed based on pioneering theoretical work by others. A bilinear stiffness degradation model for steel fibre was considered to simulate the softening portion of the load - crack mouth opening displacement curve. A corresponding sensitivity study was conducted and recommended values for all relative parameters were established. Overall, the simulated results projected the main features of the tensile behaviour of steel fibre reinforced concrete (SFRC) beam specimen satisfactorily.

Original language	English
Pages (from-to)	151-157
Journal	Journal of Civil Engineering Research
Volume	5
Issue number	6
DOIs	https://doi.org/10.5923/j.jce.20150506.04
Publication status	Published - 2015

Bibliographical note

This work is licensed under the Creative Commons Attribution International License (CC BY).
http://creativecommons.org/licenses/by/4.0/

Keywords

SFRC Simulation
FEA
ABAQUS
Stiffness degradation
Crack

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10.5923/j.jce.20150506.04

KaradeliscombFinal published version, 832 KB

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2 Article

Sustainable Pavement Overlays: Part Ii. Shear Performance of Composite Beams on Elastic Foundation and Their Numerical Representation
Karadelis, J., Xu, Y. & Lin, Y., Dec 2017, In: The International Journal of Pavement Engineering and Asphalt Technology. 18, 2, p. 55-66 12 p.
Research output: Contribution to journal › Article › peer-review
“Green” Pavement Overlays: Part I: Flexural Performance of Composite Beams on Elastic Foundation
Karadelis, J., Lin, Y. & Xu, Y., Dec 2017, In: The International Journal of Pavement Engineering and Asphalt Technology. 18, 2, p. 40-54 15 p.
Research output: Contribution to journal › Article › peer-review

Cite this

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title = "On the Discrete Numerical Simulation of Steel Fibre Reinforced Concrete (SFRC)",

abstract = "The main aim of this article is to simulate the tensile behaviour of steel fibre reinforced concrete (SFRC) by using the finite element analysis (FEA) code, ABAQUS. A simple, direct, discrete modelling plan is proposed based on pioneering theoretical work by others. A bilinear stiffness degradation model for steel fibre was considered to simulate the softening portion of the load - crack mouth opening displacement curve. A corresponding sensitivity study was conducted and recommended values for all relative parameters were established. Overall, the simulated results projected the main features of the tensile behaviour of steel fibre reinforced concrete (SFRC) beam specimen satisfactorily. ",

keywords = "SFRC Simulation, FEA, ABAQUS, Stiffness degradation, Crack",

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AB - The main aim of this article is to simulate the tensile behaviour of steel fibre reinforced concrete (SFRC) by using the finite element analysis (FEA) code, ABAQUS. A simple, direct, discrete modelling plan is proposed based on pioneering theoretical work by others. A bilinear stiffness degradation model for steel fibre was considered to simulate the softening portion of the load - crack mouth opening displacement curve. A corresponding sensitivity study was conducted and recommended values for all relative parameters were established. Overall, the simulated results projected the main features of the tensile behaviour of steel fibre reinforced concrete (SFRC) beam specimen satisfactorily.

KW - SFRC Simulation

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KW - ABAQUS

KW - Stiffness degradation

KW - Crack

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JO - Journal of Civil Engineering Research

JF - Journal of Civil Engineering Research

IS - 6

ER -

On the Discrete Numerical Simulation of Steel Fibre Reinforced Concrete (SFRC)

Abstract

Bibliographical note

Keywords

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Research output

Sustainable Pavement Overlays: Part Ii. Shear Performance of Composite Beams on Elastic Foundation and Their Numerical Representation

“Green” Pavement Overlays: Part I: Flexural Performance of Composite Beams on Elastic Foundation

Cite this