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: Engineered Cementitious Composites (ECC) have evolved as a potential substitute to cement concrete for structural systems due to their strain-hardening characteristics, micro-cracking mechanism, and ductility. In recent days, ECC has been commonly used in reinforced concrete (RC) slabs, bridge decks, composite slabs, and sandwich systems to enhance its structural performance and service life. Various studies have investigated the individual aspects of ECC slab, a comprehensive review that combines structural performance, durability, and emerging construction techniques is limited. The present paper highlights the state-of-the-art review on the recent advances in ECC slab systems. This review addresses the flexural, shear, punching, and bond performance of reinforced ECC slabs with the influence of fiber type and hybridization of fibers, including glass-, basalt-, and carbon-fiber reinforced polymers. The behavior of steel-ECC composite slabs, bridge decks, link slab, overlays, sandwich systems, and 3D printed ECC slab systems was summarized. Moreover, the behavior of ECC slabs under fire, blast, impact, fatigue, and freeze-thaw cycles was reviewed in detail.
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F et al. (2026) studied this question.
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