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Full Description
Modern construction continually evolves with innovations in material technology. A notable advancement in this realm is using fiber reinforced polymers (FRP) to confine concrete, enhancing its strength, ductility, and durability. FRP jacketing and confinement offer a corrosion-resistant, effective, and sustainable solution to the structural rehabilitation of concrete structures. However, the mechanics of FRP confinement are not well understood. The Mechanism of Fibre-reinforced Polymer Confinement in Concrete Structures fills the key knowledge gaps in the field, offering an all-encompassing resource: from the material level to the structural level, including FRP confinement mechanism, governing factors, constitutive behavior, and columns' plastic hinge problems.
Contents
Part I FRP material and FRP confinement to concrete Introduction of FRP Introduction of FRP confinement
Part II: Governing Factors for the Stress-Strain Behavior of FRP-confined Concrete Aggregate Concrete type Damage Cross-section Eccentricity
Part III: True-triaxial Behaviour under Passive Confinement True-triaxial compressive behaviour Eccentrically loaded concrete under nonuniform passive confinement
Part IV: Constitutive Law for FRP[1]confined Concrete Characterization of yield surfaces Improved concrete plastic-damage model
Part V: Plastic Hinge of RC Columns Effect of FRP confinement on plastic hinge length Effect of FRP-concrete bond on plastic hinge length
