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Strengthening of fiber-reinforced geopolymer concrete after high-temperature exposure using CFRP sheets Cover

Strengthening of fiber-reinforced geopolymer concrete after high-temperature exposure using CFRP sheets

Open Access
|Sep 2025

Figures & Tables

Figure 1

The MK and FA particle sizes used in this study [42].
The MK and FA particle sizes used in this study [42].

Figure 2

Fiber types used in this study: (a) SF and (b) PVA.
Fiber types used in this study: (a) SF and (b) PVA.

Figure 3

GPC specimens after casting in molds.
GPC specimens after casting in molds.

Figure 4

GPC specimens after casting in molds.
GPC specimens after casting in molds.

Figure 5

The heating curve used in the current study.
The heating curve used in the current study.

Figure 6

Test setup.
Test setup.

Figure 7

Failure modes of all GPC specimens.
Failure modes of all GPC specimens.

Figure 8

Compressive strength of all GPC specimens.
Compressive strength of all GPC specimens.

Figure 9

Stress–strain curves: (a) All specimens; (b) unstrengthened specimens exposed to 25°C; (c) unstrengthened specimens exposed to 500°C; (d) strengthened specimens exposed to 25°C; and (e) strengthened specimens exposed to 500°C.
Stress–strain curves: (a) All specimens; (b) unstrengthened specimens exposed to 25°C; (c) unstrengthened specimens exposed to 500°C; (d) strengthened specimens exposed to 25°C; and (e) strengthened specimens exposed to 500°C.

Figure 10

Modulus of elasticity of all GPC specimens.
Modulus of elasticity of all GPC specimens.

Summary of test results_

SpecimensCompressive strength (MPa)Relative difference*Modulus of elasticity (MPa)Relative difference*
GPC0-2546.022666.4
GPC0-50015.4−66.7%2338.7−89.7%
GPC0-S-2570.9+54.0%30930.2+36.5%
GPC0-S-50066.6+44.7%4867.7−78.5%
GPCS-2547.220649.6
GPCS-50020.6−56.4%1523.2−92.6%
GPCS-S-2591.5+93.9%21794.9+5.5%
GPCS-S-50085.3+80.9%3225.4−84.4%
GPCP-2536.017764.6
GPCP-50010.1−72.0%1328.2−92.5%
GPCP-S-2577.4+115.1%19710.1+11.0%
GPCP-S-50073.9+105.2%3273.8−81.6%

FRGPC mix proportions in kg/m3_

MaterialFRGPC0 mixFRGPC1 mixFRGPC2 mix
MK285285285
FA656565
White sand (max size: 2 mm)419419419
SF78.5
PVA13
Alkaline solutionsNa2SiO3 197197197
NaOH110110110
Coarse aggregate(Maximum size of 10 mm)1,2721,2721,272
(Maximum size of 4.75 mm)180180180

CFRP sheet and epoxy adhesive characteristics_

MaterialPropertyValueNotes
Epoxy adhesiveTensile strength71.5 MPaGiven by the manufacturer
Tensile elastic modulus1.86 GPa
Tensile strain at break5.25%
CFRP sheetThickness0.6 mmExperimental values
Ultimate tensile strength1,122 MPa
Tensile elastic modulus68.9 GPa

Test specimens_

Concrete mixSpecimen IDFiber typeExposure to temperature (°C)StrengtheningNo. of specimens
FRGPC0GPC0-25253
GPC0-5005003
GPC0-S-2525CFRP3
GPC0-S-5005003
FRGPC1GPCS-25SF253
GPCS-5005003
GPCS-S-2525CFRP3
GPCS-S-5005003
FRGPC2GPCP-25PVA253
GPCP-5005003
GPCP-S-2525CFRP3
GPCP-S-5005003
Total no. of specimens36

MK’s chemical analysis [42]_

CompositionSiO2 Al2O3 Fe2O3 TiO2 CaOSO3 K2ONa2OMgOP2O5 Others
Value (%)50.99542.6312.1141.7131.2870.4390.3370.2840.1270.0510.022
DOI: https://doi.org/10.2478/msp-2025-0028 | Journal eISSN: 2083-134X | Journal ISSN: 2083-1331
Language: English
Page range: 31 - 49
Submitted on: Jul 20, 2025
|
Accepted on: Aug 22, 2025
|
Published on: Sep 3, 2025
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2025 Mohammad Y. Khawaji, 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.