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…mehr
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.
Dr Cheng Jiang joined Western Sydney University in 2021 and is currently an ARC DECRA Fellow in the Centre for Infrastructure Engineering. Dr Jiang has a research background in the areas of construction materials, FRP composite structures and structural fire engineering. Dr Jiang's research interests include concrete structures, structural rehabilitation, composite materials and structures, and FRP structures
Inhaltsangabe
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
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
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