Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites

By Oral Büyüköztürk, O. Gunes, E. Karaca. 2004

458 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/0ad4e36ad0ad708d7f657fc2668caa94468ff50e

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture (2006, background): “These empirical observations have been reported by a number of research teams who worked at the structural scale Kaiser 1989; Saadatmanesh and Ehsani 1990, 1991; Ritchie et al. 1991; Sharif et al. 1994; Büyüköztürk et al. 2004 .”
Finite-element modeling of intermediate crack debonding in FRP-plated RC beams (2011, background): “Such strengthened beams often fail by debonding in two types of modes (e.g. Buyukozturk et al. 2004; Hollaway and Teng 2008; Teng and Chen 2009): (a) intermediate crack (IC) induced debonding in which debonding is initiated at a major flexural crack and propagates towards a plate end; and (b) plate…”
Review of Concrete Structures Strengthened with FRP Against (2016, background): “According to the member type, the objectives of strengthening might be one or a combination of the followings: (1) increase axial, flexural or shear load capacities, (2) improve ductility for seismic performance, (3) increase stiffness and/or (4) improve durability against environmental effects [31]”
Fracture characterization of concrete/epoxy interface affected by moisture (2010, methodology): “Fracture toughnesses are used as key parameters to study the interfacial crack initiation, and to investigate debonding and crack propagation using the concept of kink criterion (He and Hutchinson, 1989).”
Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “Due to the important roles of interface bond in maintaining the composite performances of retrofitted members, the interface properties of FRP externally bonded to concrete should be studied extensively from both mechanical and durability viewpoints (Buyukozturk et al. 2004).”