Journal of Polymer & Composites Original Research
Graphene-Derived Reinforced Polymer Composites for Self-Healing and Durability Enhancement in Concrete Structures
Abstract
This study presents a matrix-centric polymer-composite repair binder: an epoxy–polyamide network reinforced with graphene derivatives (GO/rGO, 0.1–1.0 wt%). The polymer drives function via segmental mobility that closes microcracks, while 2D-filler topology densifies the interphase, improves load transfer, and enforces tortuous moisture pathways. Adhesion was high: pull-off (ASTM D4541) reached 13.5 MPa at 2.0 mm displacement; slant-shear (ASTM C882) reached 12.1 MPa at 2.8 mm, with greater deformation capacity (zero stress ~5.6 mm) and higher work-to-failure (~45.17 MPa·mm) than pull-off (~36.00 MPa·mm), evidencing polymer ductility and filler-mediated bridging under mixed-mode loading. Water permeability (EN 12390-8, 0.5 MPa, 72 h) plateaued at ~7.3 mm, with average ingress rates dropping from ~0.236 to ~0.053 to ~0.015 mm h⁻¹ across 0–24, 24–48, and 48–72 h, consistent with pore blocking and microcrack self-sealing within the composite interphase. Pre-cracked specimens (~0.2 ± 0.05 mm) recovered ~35% strength by day 1, ~78% by day 5, and ~92% by day 7 at 25 °C/60% RH, confirming polymer-enabled healing assisted by filler percolation across crack wakes. SEM revealed uniform filler dispersion, polymer fibrils bridging microcracks, and a dense, low-void interphase; EDS and mapping indicated O (~40 wt%), Si (~25 wt%), Ca (~15 wt%), and C (~20 wt%) with Si-rich streaks along crack corridors. Overall, this polymer-composite binder couples high adhesion, low permeability, and autonomous healing to extend durability under wet or cyclic service.
Keywords
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