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Theorems for Flexural Design of RC Members
Publisher: American Society of Civil Engineers
Abstract: Three theorems of the flexural theory for RC members are derived to identify two critical points on a moment–curvature curve: (1) the onset of flexural strength and (2) the onset of the so-called true ultimate curvature. ...
Theorems for Flexural Design of RC Members
Publisher: American Society of Civil Engineers
Abstract: Three theorems of the flexural theory for RC members are derived to identify two critical points on a moment–curvature curve: (1) the onset of flexural strength and (2) the onset of the so-called true ultimate ...
Experimental Study of Concrete Columns with Localized Failure
Publisher: American Society of Civil Engineers
Abstract: To study the stress-strain behavior of axially loaded fiber-reinforced polymer (FRP)–confined concrete columns in the event of a localized failure, 32 circular concrete cylinders were tested with heavy instrumentations. ...
Shear Strength Components in Reinforced Concrete Members
Publisher: American Society of Civil Engineers
Debonding Inhibiting Mechanism of Strain Localization Plating System
Publisher: American Society of Civil Engineers
Abstract: Recently, a new plating system was proposed based on a strain localization mechanism for addressing the critical debonding problem in externally bonded reinforcing systems for reinforced concrete (RC) structures. The system ...
Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints
Publisher: American Society of Civil Engineers
Abstract: The interfacial bond parameters are quantified and modeled in this work through experimental and analytical studies. A database comprising 628 shear tests of externally-bonded fiber reinforced polymer (FRP) joints is built ...
Hybrid Bonding of FRP to Reinforced Concrete Structures
Publisher: American Society of Civil Engineers
Abstract: The adhesive attachment of fiber-reinforced polymers (FRP) laminate to the external face of reinforced concrete structures is currently one of the most popular and effective methods for retrofitting and strengthening ...
Characterization of Mechanically Enhanced FRP Bonding System
Publisher: American Society of Civil Engineers
Abstract: Despite extensive research on externally bonded fiber-reinforced polymer (EB-FRP) for rehabilitation of concrete structures in the past two decades, the industry has been slow to embrace the technology owing to some difficult ...
Stress–Strain Modeling of Concrete Columns with Localized Failure: An Analytical Study
Publisher: American Society of Civil Engineers
Abstract: Axially-loaded concrete columns with postpeak strain-softening suffer large inelastic deformation only in a localized failure zone, leading to nonuniform deformation along the height of the columns. Therefore, calculation ...
General Stress-Strain Model for Steel- and FRP-Confined Concrete
Publisher: American Society of Civil Engineers
Abstract: A new and general stress-strain model for concrete confined by steel or fiber reinforced polymer (FRP) is developed in this work. One additional variable and one constant are added to the well-known Popovics model to control ...