Durability of carbon fiber reinforced self compacting concrete

Dissertant

Abd Allah, Hasan Najm

Thesis advisor

al-Shather, Basil S.

University

University of Technology

Faculty

-

Department

Department of Building and Construction Engineering

University Country

Iraq

Degree

Master

Degree Date

2013

English Abstract

Self-compacting concrete (SCC) is one of the most significant advances in concrete technology in the last two decades.

One of the methods to manage the brittleness of concrete is by using fibers (especially microfiber) that stop the propagation of the cracks and densify the matrix by their homogeneous distribution in the concrete.

SCC mixes have been designed depending on third generation Sp and then introduce SF in the mix and reinforce it with CF, then immersed in the aggressive solution for 90 days a^er initial moist curing till 28 days age in tap water.

The results indicated that the immersion of all SCC mixes in aggressive solution has no negative effect of the natural progressing in strength with time.

Also the incorporation of SF and CF in SCC mixes improved all the studied properties before and after immersion the sample in the aggressive solution.

Main Subjects

Engineering & Technology Sciences (Multidisciplinary)

Topics

American Psychological Association (APA)

Abd Allah, Hasan Najm. (2013). Durability of carbon fiber reinforced self compacting concrete. (Master's theses Theses and Dissertations Master). University of Technology, Iraq
https://search.emarefa.net/detail/BIM-417795

Modern Language Association (MLA)

Abd Allah, Hasan Najm. Durability of carbon fiber reinforced self compacting concrete. (Master's theses Theses and Dissertations Master). University of Technology. (2013).
https://search.emarefa.net/detail/BIM-417795

American Medical Association (AMA)

Abd Allah, Hasan Najm. (2013). Durability of carbon fiber reinforced self compacting concrete. (Master's theses Theses and Dissertations Master). University of Technology, Iraq
https://search.emarefa.net/detail/BIM-417795

Language

English

Data Type

Arab Theses

Record ID

BIM-417795