Interfacial stresses in plated beams

By Scott T. Smith, Jin-Guang Teng. 2001

521 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/4fd570392667a207b6516af7a3100061869218dc

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Analysis of FRP–concrete debonding via boundary integral equations (2008, background): “In the first case, FRP–concrete interface is modelled as a linear elastic layer, and debonding occurs if interfacial stress reaches shear strength of the interface [52,37], for a review see [60].”
Fracture characterization of concrete/epoxy interface affected by moisture (2010, methodology): “Premature failures of the bonded system may occur regardless of the durability of the individual constituent materials forming the material system, and that the durability of the overall FRP-bonded system may be governed by the interface integrity.”
Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation (2007, background): “…refined to incorporate numerous aspects of non-linear geometric and material behaviour, as well as time dependent effects, fatigue and load reversals, e.g. [Ayoub 2001, Čas et al. 2004, Čas et al. 2004 b, Čas 2004, Fabbrocino et al. 2002, Faella et al. 2002, Gatessco 1999, Smith and Teng 2001].”
Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture (2006, background): “JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE / JANUARY/FEBRUARY 2006 / 35 Khalifa et al. 1998; Khalifa and Nanni 2000; Smith and Teng 2001; Gunes 2004.”
Finite-element modeling of intermediate crack debonding in FRP-plated RC beams (2011, background): “This simple assumption is based on the following considerations: 1) both closed-form analytical solutions (e.g. Smith and Teng 2001) and careful linear elastic finite analyses (e.g. Teng et al. 2002a) have shown that the interfacial normal stress of the FRP-to-concrete bondline away from the plate…”