Influences of Compressive Strength and Casting Position on Flexural Strength of Polypropylene Fiber-Reinforced Self-Compacting Mortar
Issued Date
2023-07-01
Resource Type
eISSN
30277914
Scopus ID
2-s2.0-105026954827
Journal Title
Science and Engineering Connect
Volume
46
Issue
3
Start Page
267
End Page
282
Rights Holder(s)
SCOPUS
Bibliographic Citation
Science and Engineering Connect Vol.46 No.3 (2023) , 267-282
Suggested Citation
Daungwilailuk T., Kittikornjarus B., Kitchanurak S., Innchou T., Attachaiyawuth A. Influences of Compressive Strength and Casting Position on Flexural Strength of Polypropylene Fiber-Reinforced Self-Compacting Mortar. Science and Engineering Connect Vol.46 No.3 (2023) , 267-282. 282. doi:10.14456/kmuttrd.2023.17 Retrieved from: https://repository.li.mahidol.ac.th/handle/123456789/114048
Title
Influences of Compressive Strength and Casting Position on Flexural Strength of Polypropylene Fiber-Reinforced Self-Compacting Mortar
Author's Affiliation
Corresponding Author(s)
Other Contributor(s)
Abstract
This article presents the results on the effects of compressive strength, amount of polypropylene fiber and casting position on the flexural strength of polypropylene fiber-reinforced self-compacting mortar in order to identify suitable factors for using such a construction material. The results revealed that the compressive strength slightly improved (around 4%) when the fiber content was 1%. However, compressive strength decreased by 19% when the fiber content increased to 2%. The specimens in the present study had flexural strengths of around 6.0-6.4% of the compressive strengths of the mortar without fiber; flexural strength increased to 24% of compressive strength when the fiber content increased to 2% and when casting was performed at the middle of the beam. The flexural strength of the mortar significantly increased as the fiber content increased; the increase was approximately 33% and 90% as the fiber content increased to 1% and 2% by volume of the mortar. Casting position apparently affected the flexural strength. Pouring at the center of a beam resulted in 20% increase in the flexural strength. Because of the decrease in the compressive strength when the fiber content increased to 2%, polypropylene fiber-reinforced self-compacting mortar might not be suitable for compression members. On the other hand, such a mortar is appropriate for flexural members. The mortar would exhibit the best performance when casting is performed at the center of beam.
