Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete

The raised of extensive research and development on the application of steel fibre inside concrete is a tremendouse topic in a last few decades. The discreet steel fibre have an ability to restrained early cracking formation and next delay the cracking propagation at later stage, when inside concret...

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Main Authors: Sharifah Maszura, Syed Mohsin, Noor Nabilah, Sarbini, I. S., Ibrahim, A. A., Saim
Format: Conference or Workshop Item
Language:English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/11196/
http://umpir.ump.edu.my/id/eprint/11196/1/Development%20Of%20Shear%20Stress%20Equation%20Contributing%20From%20Steel%20Fibre%20In%20Reinforced%20Concrete.pdf
http://umpir.ump.edu.my/id/eprint/11196/7/fkasa-2015-MS-development%20of%20Shear%20Stress.pdf
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author Sharifah Maszura, Syed Mohsin
Noor Nabilah, Sarbini
I. S., Ibrahim
A. A., Saim
author_facet Sharifah Maszura, Syed Mohsin
Noor Nabilah, Sarbini
I. S., Ibrahim
A. A., Saim
author_sort Sharifah Maszura, Syed Mohsin
building UMP Institutional Repository
collection Online Access
description The raised of extensive research and development on the application of steel fibre inside concrete is a tremendouse topic in a last few decades. The discreet steel fibre have an ability to restrained early cracking formation and next delay the cracking propagation at later stage, when inside concrete. The most obvious benefits of adding steel fibre inside concrete can be seen for the improvement of the mechanical properties of steel fibre reinforced concrete (SFRC). The improvement on the mechanical properties can be seen easily on the higher value of strengths for SFRC compared to plain concrete. However, a question arise on to what extend the steel fibre supplied an additional stress to increased the strength. Currently, this additional stress is called as a shear supplement. In this study, shear supplement model developed by RILEM is quantified with some statistical modification to predicts the additional shear supplied by steel fibre when inside concrete. The modified equation was then used to predicts the value of the shear supplement. Results shows that, the modified model predicts the shear supplement by steel fibres well, shown by higher coefficient of correlation.
first_indexed 2025-11-15T01:45:43Z
format Conference or Workshop Item
id ump-11196
institution Universiti Malaysia Pahang
institution_category Local University
language English
English
last_indexed 2025-11-15T01:45:43Z
publishDate 2015
recordtype eprints
repository_type Digital Repository
spelling ump-111962018-05-21T01:36:24Z http://umpir.ump.edu.my/id/eprint/11196/ Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete Sharifah Maszura, Syed Mohsin Noor Nabilah, Sarbini I. S., Ibrahim A. A., Saim TA Engineering (General). Civil engineering (General) The raised of extensive research and development on the application of steel fibre inside concrete is a tremendouse topic in a last few decades. The discreet steel fibre have an ability to restrained early cracking formation and next delay the cracking propagation at later stage, when inside concrete. The most obvious benefits of adding steel fibre inside concrete can be seen for the improvement of the mechanical properties of steel fibre reinforced concrete (SFRC). The improvement on the mechanical properties can be seen easily on the higher value of strengths for SFRC compared to plain concrete. However, a question arise on to what extend the steel fibre supplied an additional stress to increased the strength. Currently, this additional stress is called as a shear supplement. In this study, shear supplement model developed by RILEM is quantified with some statistical modification to predicts the additional shear supplied by steel fibre when inside concrete. The modified equation was then used to predicts the value of the shear supplement. Results shows that, the modified model predicts the shear supplement by steel fibres well, shown by higher coefficient of correlation. 2015 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11196/1/Development%20Of%20Shear%20Stress%20Equation%20Contributing%20From%20Steel%20Fibre%20In%20Reinforced%20Concrete.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/11196/7/fkasa-2015-MS-development%20of%20Shear%20Stress.pdf Sharifah Maszura, Syed Mohsin and Noor Nabilah, Sarbini and I. S., Ibrahim and A. A., Saim (2015) Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete. In: Malaysian Technical Universities Conference on Engineering and Technology (MUCET) 2015 , 11-13 October 2015 , Johor Bahru, Johor, Malaysia. pp. 1-7.. (In Press / Online First) (In Press / Online First)
spellingShingle TA Engineering (General). Civil engineering (General)
Sharifah Maszura, Syed Mohsin
Noor Nabilah, Sarbini
I. S., Ibrahim
A. A., Saim
Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete
title Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete
title_full Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete
title_fullStr Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete
title_full_unstemmed Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete
title_short Development of Shear Stress Equation Contributing from Steel Fibre in Reinforced Concrete
title_sort development of shear stress equation contributing from steel fibre in reinforced concrete
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/11196/
http://umpir.ump.edu.my/id/eprint/11196/1/Development%20Of%20Shear%20Stress%20Equation%20Contributing%20From%20Steel%20Fibre%20In%20Reinforced%20Concrete.pdf
http://umpir.ump.edu.my/id/eprint/11196/7/fkasa-2015-MS-development%20of%20Shear%20Stress.pdf