Life-Cycle Performance of Green Cementitious Composites under Complex Environmental Conditions

© 2024 by the authors; CC BY-NC-ND license

anchorage device; prestressed Glulam beam; finite element method; stiffness; bearing capacity; coal gangue; green concrete; coarse aggregate; structural member; eco-friendly production; 3D RC frame; progressive collapse; corner column removal; calculation for resistance; flexural action; compressive arch action; ceramsite concrete; lightweight concrete wall panels; density; compressive strength; ultrasonic pulse velocity; quantitative study; recycled fine aggregate concrete; impermeability; drying shrinkage; chloride penetration resistance; carbonation resistance; acid resistance; resistance to freeze–thaw cycles; EPS concrete; fiber-reinforced concrete; orthogonal experimental design; mechanical properties; microstructures; digital image correlation (DIC); natural fiber-reinforced concrete; pine needle fiber; crack detection and quantification; damage evolution factor; compression damage process; sulfate corrosion; freeze-thaw cycle; alternation effect; CFST pier column; hysteretic behavior; steel fiber-reinforced recycled concrete; macromechanical properties; microstructure; interface transition zone; glulam continuous beam; long-term; creep; deformation coefficient; prestress; dilation property of concrete in active confinement; secant strain ratio; lateral–axial strain relationship; mesoscale model of concrete; pervious concrete; basalt fiber; strength; permeability; mesostructure; rheological engineering slurry; thixotropic characterization; rheological model; accumulation model; agricultural waste; coarse aggregate; elevated temperature; modified concrete; stress–strain relationships