2005
DOI: 10.1016/j.compositesb.2004.11.002
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Adhesively bonded lap joints from pultruded GFRP profiles. Part II: joint strength prediction

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Cited by 74 publications
(57 citation statements)
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“…In some investigations [4][5][6] this approach has given good results, even for initially uncracked joints. However, other authors [7][8][9] reported sudden and brittle failure for GFRP joints without a detectable crack initiation and propagation phase prior to failure. In such cases, the application of the FM approach becomes difficult or even impossible.…”
Section: Introductionmentioning
confidence: 92%
See 1 more Smart Citation
“…In some investigations [4][5][6] this approach has given good results, even for initially uncracked joints. However, other authors [7][8][9] reported sudden and brittle failure for GFRP joints without a detectable crack initiation and propagation phase prior to failure. In such cases, the application of the FM approach becomes difficult or even impossible.…”
Section: Introductionmentioning
confidence: 92%
“…Keller and Vallée [8,9] have presented a method to predict the strength of adhesively bonded lap joints composed of GFRP adherends subjected to axial tensile loading. The method is based on a quadratic failure criterion that considers the through-thickness tensile and shear stress interaction at the observed failure location in the mat layers of the adherends at a depth of 0.5-1.5 mm from the surface.…”
Section: Introductionmentioning
confidence: 99%
“…Furthermore, as is clear from [3,4], most research on bonded PFRP joints has been concerned with their behaviour in tension. Flexural behaviour of bonded PFRP joints remains to be addressed.…”
Section: Introductionmentioning
confidence: 99%
“…Despite the existence of useful information on bolted tension and beam-to-column joints [1,2] and bonded tension joints [3,4], improved understanding of the behaviour of PFRP joints is still required. This is mainly because PFRPs are orthotropic elastic brittle materials with low throughthickness strength.…”
Section: Introductionmentioning
confidence: 99%
“…Regarding to the adhesively-boned joint, lots of researches focus on mechanical behaviours of adhesively-bonded joints have been conducted in aerospace engineering, but the results cannot be directly inherited to civil infrastructures, due to the essential differences: bond geometries (adhesive and adherend thicknesses), fabrication processes, loading, curing conditions and service environment. Recently, some researches [5][6][7] were conducted for civil engineering applications, focusing on the mechanical performance of adhesively bonded single-lap joints and double-lap joints. These adhesive joints composed of pultruded GFRP composite profiles glued by epoxy adhesives.…”
Section: Introductionmentioning
confidence: 99%