Response surface methodology: optimization dosage of functionalized carbon nanomaterials in mortar

Abstract This study explores the optimization of graphene oxide (GO) and functionalized multi‐walled carbon nanotubes (FMWCNTs) as additives in Pozzolana Portland Nanocomposite Cementitious Mortar (PPNCM) to enhance mechanical and microstructural properties. Using response surface methodology (RSM) and central composite design (CCD), the optimal dosages were identified as 0.0024% GO and 0.0003% FMWCNTs by weight of cement. The optimized mix demonstrated a 27.13% increase in compressive strength and a 54.41% improvement in split tensile strength at 90 days compared with the control. Microstructural analysis revealed the formation of flower‐shaped C‐S‐H crystals, while PXRD confirmed enhanced utilization of quartz, mullite, and portlandite, contributing to improved gel formation. FTIR analysis validated reduced Ca(OH)₂ peaks and increased C‐S‐H formation. These findings highlight the potential of GO and FMWCNTs as nano‐reinforcements to significantly improve the performance of PPNCM, promoting their application in sustainable construction materials.

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Publication Details

Journal
Structural Concrete
Published
2025-06-30
DOI
https://doi.org/10.1002/suco.70194
Primary Topic
Carbon Nanotubes in Composites
Type
article
Field-Weighted Citation Impact
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article

Response surface methodology: optimization dosage of functionalized carbon nanomaterials in mortar

Chander Prakash, Sameer Kumar Maurya, Kanchna Bhatrola, N.C. Kothiyal
Structural Concrete
Carbon Nanotubes in Composites
article

Response surface methodology: optimization dosage of functionalized carbon nanomaterials in mortar

Chander Prakash, Sameer Kumar Maurya, Kanchna Bhatrola, N.C. Kothiyal
article en

Abstract

Abstract This study explores the optimization of graphene oxide (GO) and functionalized multi‐walled carbon nanotubes (FMWCNTs) as additives in Pozzolana Portland Nanocomposite Cementitious Mortar (PPNCM) to enhance mechanical and microstructural properties. Using response surface methodology (RSM) and central composite design (CCD), the optimal dosages were identified as 0.0024% GO and 0.0003% FMWCNTs by weight of cement. The optimized mix demonstrated a 27.13% increase in compressive strength and a 54.41% improvement in split tensile strength at 90 days compared with the control. Microstructural analysis revealed the formation of flower‐shaped C‐S‐H crystals, while PXRD confirmed enhanced utilization of quartz, mullite, and portlandite, contributing to improved gel formation. FTIR analysis validated reduced Ca(OH)₂ peaks and increased C‐S‐H formation. These findings highlight the potential of GO and FMWCNTs as nano‐reinforcements to significantly improve the performance of PPNCM, promoting their application in sustainable construction materials.

Structural ConcreteVol. 26(4)
Indian Institute of Technology Roorkee (IN), Dr. B. R. Ambedkar National Institute of Technology Jalandhar (IN)
Openalex Percentile: Top 89%
Carbon Nanotubes in Composites
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