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Sustainable Self-Sensing Mortar with Hybrid Fillers for Early Damage Detection Cover

Sustainable Self-Sensing Mortar with Hybrid Fillers for Early Damage Detection

Open Access
|Mar 2026

Figures & Tables

Figure 1:

Diagram of the piezoresistive self-sensing mechanism in the proposed hybrid ECC: (a) Undamaged condition: low-resistance conductive network (R1), and (b) Damaged condition under load: high-resistance conductive network (R2)

Figure 2:

Flowchart of the experimental work

Figure 3:

Digital picture of the base and conductive materials, with FESEM images of each material, Nanoscale on the left and microscale on the right

Figure 4:

EDS analysis of AC: (a) SEM image [1000× magnification; 30 kV]. (b) Quantitative EDS analysis [weight percentage]. (c) Corresponding EDS spectrum

Figure 5:

EDS analysis of CFC: (a) SEM image [1000× magnification; 30 kV]. (b) Quantitative EDS analysis [weight percentage]. (c) Corresponding EDS spectrum

Table 1:

The chemical and physical characteristics of the raw ingredients [wt.%] utilized in the ECC matrix

Oxide compositionOPCFAFSSAC
CaO62.307.900.0194.21
SiO221.3051.2099.8056.60
Al2O33.7717.030.06125.30
Fe2O34.696.650.0224.64
MgO3.712.230.010.78
SO32.080.02-0.26
Loss on ignition2.0610.400.083.07
Insoluble residue0.7---
Lime saturation factor0.93---
Physical properties
Specific gravity3.112.132.60
Blaine fineness [cm2/g]39452689--
Table 2:

Physical parameters of the AC used in ECC as supplied by the producer

Raw materialActivated carbon with coconut
Mass density [g/cm3]0.42–0.55
Ash content [%]<10
Hardness [%]>92
Moisture content, %>5
pH value9–11
Iodine value [mg/g]900
Surface area [cm2/g]1150
Figure 6:

The degrees of distortion in the matrices that were put through the mini-slump flow test

Table 3:

Matrix material ratios [kg/m3]

PCFASandWaterSPAC (%)*CFC (%)*
566680448337100.67, 1.33, 20.33, 0.67, 1

* By the total volume of the mixture in relation to the fibers, and by the weight of cementitious materials (OPC+FA) concerning the powder.

Figure 7:

Geometric design of specimens and mechanical and self-sensing setup: a) uniaxial compression; b) splitting tension

Table 4:

Summary of average values of mechanical and self-sensing performance metrics for all mixture designs

No.Mixture IDMechanical propertiesSelf-sensing properties
Compression [MPa]Splitting tension [MPa]FCER [% under compression]FCER [% under splitting tension]FCER [% under cyclic compression loading]
ParallelPerpendicularparallelPerpendicular
1Control61692.6112.07−48.1166.2-
2AC0.67CFC184.267.77−14.88−89.2733.68−273.4
3AC1.33CFC0.6753.651.85.5−73.96−53.426.5−18.3
4AC2CFC0.3378.4804.3−35.11−70.9214−20.8
Figure 8:

Compressive strength results of both control and smart mixes at 28 days of age

Figure 9:

Average splitting tensile strength results for hybrid matrices at 28 days

Figure 10:

Self-sensing response to monotonic compressive loads in parallel setup

Figure 11:

Self-sensing response to monotonic compressive loads in vertical setup

Figure 12:

The schematic representation illustrates the effect of electrode orientation – parallel versus perpendicular - under uniaxial compressive loading

Figure 13:

Self-sensing response to splitting tensile loads

Figure 14:

The self-sensing ability of hybrid matrices under cyclic compression loading at 28 days

DOI: https://doi.org/10.2478/cee-2026-0084 | Journal eISSN: 2199-6512 (formerly 1336-5835) | Journal ISSN: 1336-5835
Language: English
Submitted on: Sep 14, 2025
Accepted on: Dec 17, 2025
Published on: Mar 18, 2026
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2026 Shatha Riyadh Ahmed, Raid D. Abdullah, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.