Stress Transfer and Fracture Propagation in Different Kinds of Adhesive Joints

By Zhishen Wu, Hong Yuan, H. Niu. 2002

345 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/a3c3260d003a1dc7ce8b064f7e11c49d6b07f888

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In Building and Construction

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In Mechanics of Materials

Citations in the corpus

Experimental study on FRP-to-concrete bonded joints (2005, background): “[23–25], theoretical studies using fracture mechanics analysis [15,26–33] and finite element analysis [34,35], and the development of empirical models [1,23,36,37].”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, background): “13 reduces to the familiar relationship between the ultimate pull load and the interfacial fracture energy of an FRP-to-concrete interface at ambient temperature (e.g. Taljsten 1996; Brosens 2001; Wu et al. 2002; Yuan et al. 2004).”
Bond-slip models for FRP sheets/plates bonded to concrete (2005, background): “Existing research has shown that the bond strength Pu of an FRP-to-concrete bonded joint is directly proportional to the square root of the interfacial fracture energy √ G f regardless of the shape of the bond–slip curve [16,29,37, 38], so a comparison of the bond strength is equivalent to a compari”
Meso-scale finite element model for FRP sheets/plates bonded to concrete (2005, neutral): “One approach is to employ a layer of interface elements between the FRP and the concrete [7–10], in which debonding is simulated as failure of the interface elements.”
FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for debonding failure (2006, background): “A large number of studies have been carried out on these simple pull tests on bonded joints and further information on this work can be found in Chen and Teng (2001), Wu et al. (2002), Teng et al. (2002a), Yuan et al. (2004).”
Analysis of FRP–concrete debonding via boundary integral equations (2008, methodology): “In other cases, debonding may start from diagonal shear cracks in concrete, with displacement discontinuity over concrete support causing very high normal (peeling) stresses associated with shear stresses (see [23,68,69,24]), and mixed mode fracture occurs.”
Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture (2006, background): “A number of attempts have since been made to look at such debonding phenomena at a smaller scale using various physical models, such as the peel and lap shear specimens Chajes et al. 1996; Taljsten 1997; Karbhari et al. 1997; Neubauer and Rostasy 1997; Bizindavyi and Neale 1999; Kimpara et al. 1999;”
Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members (2007, neutral): “More details can be found elsewhere [23–25].”
Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints (2012, methodology): “As a result, many studies have been conducted on the bond behavior of FRP-to-concrete interfaces (e.g., Taljsten 1996; Chajes et al. 1996; Yuan et al. 2000; Brosens 2001; Chen and Teng 2001; De Lorenzis et al. 2001; Nakaba et al. 2001; Wu et al. 2002; Dai et al. 2005, 2006; Lu et al. 2005a, b; Yao e”
Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints (2013, background): “The general differential equations for the interface problem are (Dai et al. 2005; Liu and Wu 2012; Wu et al. 2002; Yuan et al. 2004; Zhou et al. 2010):”