Bond of Fiber-Reinforced Polymer Laminates to Concrete

By Laura De Lorenzis, B. Miller, A. Nanni. 2001

290 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/744d2b6100b3f7502e4919cc55f66571ff607b52

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Bond-slip models for FRP sheets/plates bonded to concrete (2005, methodology): “The pull test not only delivers the ultimate load (referred to as the bond strength hereafter in this paper) of the FRPto-concrete interface, but also has been used to determine the local bond–slip behaviour of the interface [9–16].”
Experimental analysis on bond between PBO-FRCM strengthening materials and concrete (2013, background): “In the case of FRP materials the debonding takes place at the FRP/concrete interface [31], generally on the concrete side; in some cases of flexurally strengthened RC beams the rip-off of the whole concrete cover can be observed [32].”
Interfacial stress analysis and prediction of debonding for a thin plate bonded to a curved substrate (2009, background): “The mechanics of interfacial bond between a thin plate and a flat quasi-brittle substrate under mode-II loading has been extensively studied (Chen and Teng 2001, De Lorenzis et al. 2001, Yuan et al. 2004, Ferracuti et al. 2006).”
Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “…and Rostásy 1997, Sato et al. 1997, Maeda et al. 1997, Bizindavyi and Neale 1999, Brosens and Van Gemert 1999, Miller et al. 1999, Sato et al. 2000, Yoshizawa et al. 2000, Lorenzis et al. 2001, Nakaba et al. 2001, Kanakubo 2003, Santos 2003, Dai and Ueda 2003, Yao et al. 2004, Xiao et al. 2004).”
Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method (2005, background): “…different materials used in their tests, the effective bond length was reported in a fairly big range, such as 45 mm (Sato et al. 1997), 75 mm (Miller and Nanni 1999), 93 mm (Lorenzis et al. 2001), 100 mm (Ueda et al. 1999), 63.5~134.5 mm (Nakaba et al. 2001), and 275 mm (Brosens and Gemert 1997).”
Interface bond between FRP sheets and concrete substrates: properties, numerical modeling and roles in member behaviour (2005, methodology): “Nevertheless, owning the different definitions given by different researchers and the dissimilar materials used in their tests, the effective bond lengths can vary significantly , such as 45 mm [22], 75 mm [23], 100 mm [24], 93 mm [25], 63.5~134.5 mm [26] and 275 mm [27].”
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].”
Experimental Bond Behavior of FRP Sheets Glued on Brick Masonry (2011, background): “Existing test setups are usually classified as: single-shear tests (Täljsten 1997), double-shear tests (Lee et al. 1999) and beam tests (De Lorenzis et al. 2001).”
Application of polymer composites in civil construction : A general review (2008, background): “[136] performed experimental studies to address bonding issue of FRPC plates.”