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The performance of CFRP-strengthened heat-damaged metakaolin-based geopolymer concrete cylinders containing reclaimed asphalt aggregate Cover

The performance of CFRP-strengthened heat-damaged metakaolin-based geopolymer concrete cylinders containing reclaimed asphalt aggregate

By: Aref A. Abadel  
Open Access
|Aug 2024

Figures & Tables

Fig. 1.

The MK particle size used in this study
The MK particle size used in this study

Fig. 2.

Sieve analysis of the fine and coarse aggregates
Sieve analysis of the fine and coarse aggregates

Fig. 3.

Samples of the coarse aggregates used in this study. (a) Limestone aggregate. (b) RAP aggregate
Samples of the coarse aggregates used in this study. (a) Limestone aggregate. (b) RAP aggregate

Fig. 4.

Specimen preparation. (a) Cylinders during casting. (b) Cylinders ready for testing
Specimen preparation. (a) Cylinders during casting. (b) Cylinders ready for testing

Fig. 5.

The specimens strengthened by CFRP sheets
The specimens strengthened by CFRP sheets

Fig. 6.

Specimen preparation. (a) Cylinders inside the oven. (b) Time-temperature curves
Specimen preparation. (a) Cylinders inside the oven. (b) Time-temperature curves

Fig. 7.

Test setup
Test setup

Fig. 8.

Failure mode for all specimens
Failure mode for all specimens

Fig. 9.

Compressive strength of all specimens
Compressive strength of all specimens

Fig. 10.

Stress-strain curves for all concrete cylinders. (a) Room temperature. (b) Heated at 300°C
Stress-strain curves for all concrete cylinders. (a) Room temperature. (b) Heated at 300°C

Fig. 11.

The effectiveness of CFRP strengthening. (a) Unheated specimens. (b) Heated specimens
The effectiveness of CFRP strengthening. (a) Unheated specimens. (b) Heated specimens

Fig. 12.

The toughness index calculation
The toughness index calculation

Test matrix

GroupConcrete mixtureSpecimens IDRAP aggregateExposure to temperatureStrengtheningNo. of specimens
Group “1”A0A0-R0%26°C3
A0-300 300° C 3
A0-S-R 26°CCFRP3
A0-S-300 300°C 3
Group “2”A25A25-R25%26°C3
A25-300 300°C 3
A25-S-R 26°CCFRP3
A25-S-300 300°C 3
Group “3”A50A50-R50%26°C3
A50-300 300°C 3
A50-S-R 26°CCFRP3
A50-S-300 300°C 3
Total no. of specimens 36

Properties of the CFRP sheet and epoxy adhesive

MaterialA0 mixtureA25 mixtureA50 mixture
MK350350350
Alkaline solutionsNaOH110.04110.04110.04
Na2SiO3196.98196.98196.98
Water5.745.745.74
Fine aggregateWhite sand419419419
Crushed limestone180180180
Coarse aggregateLimestone1,272954636
RAP0334.9669.7

Summary of the test results

Specimen IDAverage compressive strengthCOVInitial stiffnessToughness index
(MPa)Relative variation *(N/mm)Relative variation *%Relative variation *
A0-R58.209.6919562.61.55
A0-30028.46-51.1%12.983265.6-83.3%1.51-2.5%
A0-S-R109.24+87.7%4.2926563.4+35.8%1.06-31.9%
A0-S-30092.43+58.8%1.653409.2-82.6%1.01-34.8%
A25-R35.467.1617900.71.73
A25-30022.61-36.2%13.622540.9-85.8%1.52-11.7%
A25-S-R88.50+149.6%3.4316389.2-8.4%1.04-39.9%
A25-S-30065.79+85.5%2.662501.5-86.0%1.01-41.3%
A50-R19.3115.3913431.92.00
A50-30018.73-3.0%15.272019.7-85.0%1.86-7.1%
A50-S-R90.51+368.8%5.909028.6-32.8%1.03-48.2%
A50-S-30049.02+153.9%3.062152.2-84.0%1.02-49.0%

Chemical analysis of MK (% weight)

CompositionSiO2Fe2O3Al2O3Na2OCaOSO3TiO2K2OMgOP2O5Others
Value (%)50.9952.11442.6310.2841.2870.4391.7130.3370.1270.0510.022
DOI: https://doi.org/10.2478/msp-2024-0023 | Journal eISSN: 2083-134X | Journal ISSN: 2083-1331
Language: English
Page range: 125 - 142
Submitted on: Jun 9, 2024
Accepted on: Jul 14, 2024
Published on: Aug 30, 2024
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2024 Aref A. Abadel, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.