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Stream/Area:
-
Subject:
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Paper ID:
IJSREM64939
Volume:
10 |
6 |
Jun 2026
Pages:
1-10
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
DEPARTMENT OF CIVIL ENGINEERING
DEPARTMENT OF HIGHER EDUCATION (GOVT. POLYTECHNIC, PITHAPURAM)
The decarbonisation of civil infrastructure and the parallel demand for distributed, resilient energy storage converge in the emerging concept of multifunctional structural materials. This paper presents a comprehensive experimental and analytical investigation into Electron-Conducting Carbon Concrete (ec³), a novel cementitious composite engineered to function simultaneously as a load-bearing structural element and an electrochemical double-layer supercapacitor. The material system integrates multi-walled carbon nanotubes (MWCNT, 0.3–1.2 wt % of binder), graphene nanoplatelets (GNP, 0.2–0.8 wt%), and activated carbon powder (15–45 kg/m³) within a GGBS-modified Portland cement matrix, with a thin potassium hydroxide (KOH) gel electrolyte interlayer enabling ionic charge transport between two conductive cementitious electrode layers. Across a five-mix experimental matrix, the optimal formulation (ec³-3) achieved a 28-day compressive strength of 52.4 MPa — exceeding conventional M40 structural concrete requirements — while simultaneously delivering a specific capacitance of 38.7 F/g, an energy density of 8.9 Wh/kg, and cyclic capacitance retention of 92.8% after 5,000 charge-discharge cycles. Three full-scale case studies — a smart pavement module in India, a bridge deck sensor patch in China, and a building facade panel in Germany — demonstrate practical deployment, with functional payback periods of 2.1–4.0 years when energy storage and structural health monitoring value streams are jointly accounted. Microstructural analysis (SEM, EIS) reveals that the percolation threshold for electrical conductivity occurs near 0.5 wt% combined nanocarbon content, beyond which equivalent series resistance drops sharply from 12.4 Ω to 5.0 Ω. This work establishes ec³ as a technically viable and scalable pathway toward self-powered, self-sensing smart infrastructure with embodied carbon penalties of only 8–11% relative to conventional concrete.
KEYWORDS
The following principal conclusions emerge from this investigation: 1. A hybrid MWCNT-GNP-activated carbon system within a GGBS-modified Portland cement matrix can deliver simultaneous structural-grade compressive strength (up to 52.4 MPa, a 25.4% improvement over plain concrete control) and meaningful electrochemical energy storage capacity (specific capacitance up to 46.3 F/g; energy density up to 11.0 Wh/kg). 2. The optimal formulation (ec³-3: 0.9 wt% MWCNT, 0.5 wt% GNP, 35 kg/m³ activated carbon) represents a Pareto-optimal balance, achieving the highest compressive strength (52.4 MPa) and highest cyclic durability (92.8% retention after 5,000 cycles) while delivering 83.6% of the maximum observed specific capacitance. 3. Electrical percolation occurs at approximately 0.5 wt% combined CNT+GNP content, consistent with single-component CNT systems reported in the literature, indicating that the percolation threshold is governed by total high-aspect-ratio conductive filler volume fraction rather than specific composition — enabling cost-optimised formulation strategies. 4. Three field-scale case studies across pavement, bridge, and facade applications confirm practical scalability, with field-measured performance within 3.9% of laboratory values, and functional payback periods of 2.1–4.0 years driven primarily by avoided sensor infrastructure and battery replacement costs. 5. The embodied CO₂ penalty of ec³ (8–11% above conventional concrete) is modest relative to the dual structural and energy-storage functionality delivered, positioning ec³ as a technically and environmentally viable pathway toward self-powered, self-sensing smart infrastructure.
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Publication Date
6/13/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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