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Palabras clave – provistas por la editorial

ultra-high-performance concrete; deck slab; prestressed concrete; static test; fatigue test; deck slab joint; ultra-high performance concrete (UHPC); shear property; shear strength; cast-in-place; steel fiber; superposed beam; steel fiber reinforced expanded-shales lightweight concrete (SFRELC); flexural fatigue; stress level; crack width; flexural stiffness; fatigue life; PVA-ECCs; bridge repairs; setting periods; traffic vibrations; strain-hardening characteristics; flexural properties; hinder-free replacement; fast construction; low maintenance; ultra high-performance concrete (UHPC); accelerated bridge construction (ABC); advanced design; UHPC; interface; bond strength; numerical analysis; MgO expansive agent; steel fiber reinforced concrete; bridge deck; laminated slab; shrinkage crack; reinforced concrete; bridge deck slabs; strengthening; textile-reinforced concrete; carbon concrete; static loads; fatigue loads; experimental investigations; structural concrete; bridge engineering; material characterization; mechanical properties; chemical properties; structural analysis; CFRP; ductility; post-tensioning; concrete structures; prefabricated concrete structure; anchorage performance; mechanical bond strength; ultra-high performance fibre reinforced cementitious composite (UHPFRC); non-destructive method (NDT); magnetic inductance; quality control; textile-reinforced concrete (TRC); fibre/textile-reinforced concrete (F/TRC); cracking behaviour; serviceability limit state; digital image correlation (DIC); n/a