Efficiency development of light weight high strength concrete by using carbon fibers

Joint Authors

Abbas, Basim Jabbar
Ibrahim, Haydar Arabi
Mahdi, Muhammad Balli

Source

Muthanna Journal of Engineering and Technology

Issue

Vol. 7, Issue 2 (31 Dec. 2019), pp.82-89, 8 p.

Publisher

al-Muthanna University College of Engineering

Publication Date

2019-12-31

Country of Publication

Iraq

No. of Pages

8

Main Subjects

Civil Engineering

Topics

Abstract EN

This study aims to progress brittleness of the high strength lightweight aggregate concrete (HSLWAC) by using Porcelinite stone as light weight aggregates and silica fume with water cement ratio 0.28 to give 41.34 MPa compressive strength at 28-days and reinforced with carbon fibers.

Fifteen mixtures using in this work with three various lengths of (5mm, 10mm, and 20mm), five mixes for every length with volume fractions (0.25% , 0.5% , 1.0% , 1.5% , and 2% ) of carbon fibers.

The slump test, compression strength, flexural strength, splitting tensile strength, and modulus of elasticity were investigated to determine the mechanical properties of (HSLWAC).

The density of reference (HSLWAC) that was get through the experimental work was (1835 Kg/m3) at (28) days.

The results shown that at general, the brittleness of (HSLWAC) improved with increased the content and length of carbon fibers, The optimum properties was for mix (L5) of 20mm length and 2% of carbon fibers of 45.44 MPa, 3.21MPa, and 6.97MPa for compression strength, flexural strength, splitting tensile strength This study aims to progress brittleness of the high strength lightweight aggregate concrete (HSLWAC) by using Porcelinite stone as light weight aggregates and silica fume with water cement ratio 0.28 to give 41.34 MPa compressive strength at 28-days and reinforced with carbon fibers.

Fifteen mixtures using in this work with three various lengths of (5mm, 10mm, and 20mm), five mixes for every length with volume fractions (0.25% , 0.5% , 1.0% , 1.5% , and 2% ) of carbon fibers.

The slump test, compression strength, flexural strength, splitting tensile strength, and modulus of elasticity were investigated to determine the mechanical properties of (HSLWAC).

The density of reference (HSLWAC) that was get through the experimental work was (1835 Kg/m3) at (28) days.

The results shown that at general, the brittleness of (HSLWAC) improved with increased the content and length of carbon fibers, The optimum properties was for mix (L5) of 20mm length and 2% of carbon fibers of 45.44 MPa, 3.21MPa, and 6.97MPa for compression strength, flexural strength, splitting tensile strength respectively.

American Psychological Association (APA)

Ibrahim, Haydar Arabi& Mahdi, Muhammad Balli& Abbas, Basim Jabbar. 2019. Efficiency development of light weight high strength concrete by using carbon fibers. Muthanna Journal of Engineering and Technology،Vol. 7, no. 2, pp.82-89.
https://search.emarefa.net/detail/BIM-1121858

Modern Language Association (MLA)

Abbas, Basim Jabbar…[et al.]. Efficiency development of light weight high strength concrete by using carbon fibers. Muthanna Journal of Engineering and Technology Vol. 7, no. 2 (2019), pp.82-89.
https://search.emarefa.net/detail/BIM-1121858

American Medical Association (AMA)

Ibrahim, Haydar Arabi& Mahdi, Muhammad Balli& Abbas, Basim Jabbar. Efficiency development of light weight high strength concrete by using carbon fibers. Muthanna Journal of Engineering and Technology. 2019. Vol. 7, no. 2, pp.82-89.
https://search.emarefa.net/detail/BIM-1121858

Data Type

Journal Articles

Language

English

Notes

-

Record ID

BIM-1121858