Effect of Fiber Meshes on Compression Performance of Textile Reinforced Concrete Based on Response Surface Method

Priyanga, R.; Muthadhi, A.

doi:10.1007/s40996-024-01423-8

Iran J Sci Technol Trans Civ Eng

2024

DOI: 10.1007/s40996-024-01423-8

|View full text |Cite

Effect of Fiber Meshes on Compression Performance of Textile Reinforced Concrete Based on Response Surface Method

R. Priyanga,

A. Muthadhi

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2024

Publication Types

Select...

Article1

Relationship

Self Cite0

Independent1

Authors

Journals

Cited by 1 publication

References 40 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

Influence of Alkaline Binders on the Workability and Strength of Self Compacting Geopolymer Concrete

Alagarsamy,

Clementz Edwardraj,

Muthiah

et al. 2024

Zas Mat

View full text Add to dashboard Cite

Self-compacting geopolymer concrete (SCGC) has emerged as a promising alternative to traditional concrete due to its environmental benefits. In SCGC, alkaline binders, such as sodium hydroxide (NaOH) and sodium silicate (Na₂SiO₃), play a crucial role in influencing both workability and strength. Notably, the ratio of alkaline binders significantly impacts the overall performance of SCGC. This study investigated five SCGC mixes with varying alkaline binder (A/B) ratios ranging from 0.40 to 0.60, incorporating 50% fly ash (FA) and 50% ground granulated blast furnace slag (GGBS). The mixes included 14 M NaOH, a superplasticizer (9 kg/m³), and extra water (54 kg/m³) to evaluate the effect of the A/B ratio on workability and mechanical strength properties. The results revealed that the fresh properties of SCGC with A/B ratios of 0.4, 0.45, and 0.5 complied with EFNARC guidelines, as assessed by the slump flow test, with the lowest T50cm slump flow recorded at 696 mm. The mix with an A/B ratio of 0.5 exhibited the best mechanical performance, achieving a compressive strength (CS) of 38.3 MPa, a splitting tensile strength (STS) of 4.63 MPa, and a flexural strength (FS) of 5.85 MPa. These findings suggest that an SCGC mix with a 0.5 A/B ratio optimizes rheological and mechanical properties at a 14 M NaOH concentration.

show abstract

Influence of Alkaline Binders on the Workability and Strength of Self Compacting Geopolymer Concrete

Alagarsamy,

Clementz Edwardraj,

Muthiah

et al. 2024

Zas Mat

View full text Add to dashboard Cite

show abstract

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

customersupport@researchsolutions.com

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Made with 💙 for researchers

Part of the Research Solutions Family.

Effect of Fiber Meshes on Compression Performance of Textile Reinforced Concrete Based on Response Surface Method

Cited by 1 publication

References 40 publications

Influence of Alkaline Binders on the Workability and Strength of Self Compacting Geopolymer Concrete

Influence of Alkaline Binders on the Workability and Strength of Self Compacting Geopolymer Concrete

Contact Info

Product

Resources

About