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cementitious composite; nano-SiO2; PVA fiber; durability evaluation; adaptive neuro-fuzzy inference system; aggregate type; specimen shape; specimen size; compressive strength; concrete mechanical properties; concrete composites; waste metalised polypropylene fibres; durability; sulphate and acid attacks; palm oil fuel ash; fiber-reinforced concrete; blast resistance; lattice discrete particle model-fiber; damage mode; contact detonation; concrete brick; FGD gypsum; construction and demolition waste; oil palm trunks; sugarcane bagasse ash; sensitivity analysis; gene expression programming; multiple linear and non-linear regression; green concrete; concrete-filled steel tube (CFST); axial capacity; genetic engineering programming (GEP); Euler’s buckling load; GEP-based model; calcium silicate hydrate; simulation; concrete; corrosion inhibitor; grand canonical Monte Carlo method; molecular dynamics; adsorption; coupled RBSM and solid FEM model; PBL shear connector; shear strength; lateral pressures; failure mechanism; bamboo-reinforced concrete (BRC); stiffness prediction; artificial neural network (ANN); radioactive waste; long-term performance; degradation; modeling; finite element analysis; mechanical properties; mechanisms; diffusion; material properties; sodium alginate; basalt fiber; temperature; impact resistance; pre-packed aggregate fibre-reinforced concrete; strength; long-term shrinkage; microstructure; waste polypropylene fibres; cohesion; angle of shear deformation; Mohr–Coulomb model; induced tensile strength; concrete samples; Brazilian test; finite element method (FEM); artificial neural networks; confined concrete; strength model; FRP; strain model; RMSE; forta fibers; synthetic fibers; hybrid fiber reinforced concrete; constitutive modeling; uniaxial test; slump test; pore structure; water absorption; MIP; fractal dimension; pore connectivity; T-shaped reinforced concrete beams; CFRP; numerical analysis; non-destructive test (NDT); elastic wave; air-entrained rubberized concrete; stress-strain curve; concrete failure; damage of material; effective modulus of elasticity; effective stress; hybrid-fiber-reinforced concrete; shaft lining; numerical simulation; orthogonal test; ultimate capacity; n/a