Effect of Hybrid Fibers on the Mechanical Properties of High Strength Concrete

<p>In this study, high strength concrete of 75 MPa compressive strength was investigated. The experimental program was designed to study the effect of fibers and hybrid fibers (steel and polypropylene fibers) on the fresh (workability and wet density) and hardened properties (compressive stren...

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Main Author: Hamid H. Hussein, Saeed K. Rejeb Hayder T. Abd
Format: Article
Language:English
Published: Tikrit University 2014-04-01
Series:Tikrit Journal of Engineering Sciences
Subjects:
Online Access:http://www.tj-es.com/ojs/index.php/tjes/article/view/449
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spelling doaj-146762cbde6d43c6aabeaecafc0a6a282020-11-24T23:54:41ZengTikrit UniversityTikrit Journal of Engineering Sciences1813-162X2312-75892014-04-012114252235Effect of Hybrid Fibers on the Mechanical Properties of High Strength ConcreteHamid H. Hussein, Saeed K. Rejeb Hayder T. Abd<p>In this study, high strength concrete of 75 MPa compressive strength was investigated. The experimental program was designed to study the effect of fibers and hybrid fibers (steel and polypropylene fibers) on the fresh (workability and wet density) and hardened properties (compressive strength, splitting strength, flexural strength and dry density) of high strength concrete. Results show that decreases in slump flow of all concrete mixtures containing steel, polypropylene and hybrid fibers compared with control mix (0% fiber). Hybrid high strength concrete with steel and polypropylene fibers showed superior compressive, splitting, flexural strengths over the others concrete without or with single fibers content. The test results indicate that the maximum increase in compressive and flexural strengths are obtains with the hybridization ratio (70%steel + 30% polypropylene) and were equal to 14.54% and 23.34% respectively, compared with the control mix. While, the maximum increase in splitting tensile strength with (100% steel fiber + 0 polypropylene) is 21.19%.</p><p> </p>http://www.tj-es.com/ojs/index.php/tjes/article/view/449High strength concrete, Fibers, Hybrid fibers high strength concrete, Mechanical
collection DOAJ
language English
format Article
sources DOAJ
author Hamid H. Hussein, Saeed K. Rejeb Hayder T. Abd
spellingShingle Hamid H. Hussein, Saeed K. Rejeb Hayder T. Abd
Effect of Hybrid Fibers on the Mechanical Properties of High Strength Concrete
Tikrit Journal of Engineering Sciences
High strength concrete, Fibers, Hybrid fibers high strength concrete, Mechanical
author_facet Hamid H. Hussein, Saeed K. Rejeb Hayder T. Abd
author_sort Hamid H. Hussein, Saeed K. Rejeb Hayder T. Abd
title Effect of Hybrid Fibers on the Mechanical Properties of High Strength Concrete
title_short Effect of Hybrid Fibers on the Mechanical Properties of High Strength Concrete
title_full Effect of Hybrid Fibers on the Mechanical Properties of High Strength Concrete
title_fullStr Effect of Hybrid Fibers on the Mechanical Properties of High Strength Concrete
title_full_unstemmed Effect of Hybrid Fibers on the Mechanical Properties of High Strength Concrete
title_sort effect of hybrid fibers on the mechanical properties of high strength concrete
publisher Tikrit University
series Tikrit Journal of Engineering Sciences
issn 1813-162X
2312-7589
publishDate 2014-04-01
description <p>In this study, high strength concrete of 75 MPa compressive strength was investigated. The experimental program was designed to study the effect of fibers and hybrid fibers (steel and polypropylene fibers) on the fresh (workability and wet density) and hardened properties (compressive strength, splitting strength, flexural strength and dry density) of high strength concrete. Results show that decreases in slump flow of all concrete mixtures containing steel, polypropylene and hybrid fibers compared with control mix (0% fiber). Hybrid high strength concrete with steel and polypropylene fibers showed superior compressive, splitting, flexural strengths over the others concrete without or with single fibers content. The test results indicate that the maximum increase in compressive and flexural strengths are obtains with the hybridization ratio (70%steel + 30% polypropylene) and were equal to 14.54% and 23.34% respectively, compared with the control mix. While, the maximum increase in splitting tensile strength with (100% steel fiber + 0 polypropylene) is 21.19%.</p><p> </p>
topic High strength concrete, Fibers, Hybrid fibers high strength concrete, Mechanical
url http://www.tj-es.com/ojs/index.php/tjes/article/view/449
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