2022
DOI: 10.1016/j.compstruct.2021.114741
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Cyclic behaviour modelling of GFRP adhesive connections by an imperfect soft interface model with damage evolution

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Cited by 8 publications
(4 citation statements)
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“…In this section, the steps are illustrated that led to the formulation of the imperfect interface model. The theoretical model is obtained by homogenization techniques and by asymptotic methods in the context of small perturbation coupling of unilateral contact and damage [18,19,[22][23][24][25][26].…”
Section: Imperfect Interface Modelmentioning
confidence: 99%
“…In this section, the steps are illustrated that led to the formulation of the imperfect interface model. The theoretical model is obtained by homogenization techniques and by asymptotic methods in the context of small perturbation coupling of unilateral contact and damage [18,19,[22][23][24][25][26].…”
Section: Imperfect Interface Modelmentioning
confidence: 99%
“…In a previous work presented by some of the authors [4], the mechanical properties in terms of stiffness and crack length were evaluated for bonded joints subjected to Mode I loading, and are recalled here to provide, together with the current investigation, a complete characterization of the adhesive properties in Mode I and II, useful for FEM modelling and analysis. In this section, the adhesive stiffness in Mode II has been calculated from the mean value of the shear stress versus displacement curve, allowing comparison with the experimental results in Mode I.…”
Section: Adhesive Mechanical Properties In Mode I and Ii Loadingmentioning
confidence: 99%
“…The most important properties of adhesive bonds are undoubtedly the absence of holes, which prevents high stress concentration on the bonded surface, the ease and ability to bond different materials such as steel, aluminium and fibre reinforced composites, the speed of installation or replacement of damaged structural elements, the ease of maintenance and the improvement of corrosion protection [2]. These properties, which are essential in the marine industry, mean that this type of joint is considered particularly suitable for the construction of secondary components in aggressive environments, such as wind turbines in offshore structures [3,4]. In addition, many steel structures-built decades ago around the world, such as high-rise buildings, steel monopoles or steel bridges, need to be rehabilitated and repaired [5].…”
Section: Introductionmentioning
confidence: 99%
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