An analytical solution for the analysis of symmetric composite adhesively bonded joints

Zou, Guang Ping; Shahin, Khaled; Taheri‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬, Farid

doi:10.1016/j.compstruct.2004.01.007

Cited by 83 publications

(35 citation statements)

References 10 publications

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“…Zou et al [102] used classical laminate plate theory to model single-lap and single-strap metal and CFRP balanced and symmetric joints subjected to tensile and/or bending moment as well as transverse shear loading. The model was verified by comparing with finite-element models.…”

Section: Analysis Of Adhesively Bonded Joints: Analytical Methodsmentioning

confidence: 99%

Adhesively bonded joints in composite materials: An overview

Banea

Silva

2009

Proceedings of the Institution of Mechanical Engineers, Part L:

467

330

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A review of the investigations that have been made on adhesively bonded joints of fibre-reinforced plastic (FRP) composite structures (single skin and sandwich construction) is presented. The effects of surface preparation, joint configuration, adhesive properties, and environmental factors on the joint behaviour are described briefly for adhesively bonded FRP composite structures. The analytical and numerical methods of stress analysis required before failure prediction are discussed. The numerical approaches cover both linear and non-linear models. Several methods that have been used to predict failure in bonded joints are described. There is no general agreement about the method that should be used to predict failure since the failure strength and modes are different according to the various bonding methods and parameters, but progressive damage models are quite promising since important aspects of the joint behaviour can be modelled by using this approach. However, a lack of reliable failure criteria still exists, limiting in this way a more widespread application of adhesively bonded joints in principal load-bearing structural applications. An accurate strength prediction of the adhesively bonded joints is essential to decrease the amount of expensive testing at the design stage.

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Section: Analysis Of Adhesively Bonded Joints: Analytical Methodsmentioning

confidence: 99%

Adhesively bonded joints in composite materials: An overview

Banea

Silva

2009

Proceedings of the Institution of Mechanical Engineers, Part L:

467

330

View full text Add to dashboard Cite

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“…The determination of stresses inside cemented joints has been first considered on a purely analytical basis, major milestones are Volkersen (1938) and Goland and Reissner (1944), followed by significant contributions by Hart-Smith (1974) and culminating in more recent publications by Tsai et al (1998) and Zou et al (2004); the short list not claiming to be exhaustive. Analytical formulae, however, are tributary to mechanical idealizations, i.e., isotropic and linear-elastic material properties.…”

Section: Capacity Prediction Of Timber Jointsmentioning

confidence: 99%

Capacity prediction of welded timber joints

2011

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Linear vibration welding of timber structural elements provides new opportunities to potentially achieve structural joints. This paper investigates to which extent welded joints can be considered for load-bearing structural joints. On the basis of a series of experimental and numerical investigations on a series of welded single-lap joints, failure modes were identified, and the associated failure criterion was quantified. A probabilistic method subsequently allowed accurately predicting the capacity of the tested wood welded joints exclusively based on objective input data, including an estimate of the scattering due to the material's inherent variability.

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“…Zou et al [6] performed an analytical explicit study, complemented with a numerical two-dimensional FEM analysis, on the stress distributions of adhesively-bonded joints between fibre-reinforced plastic (FRP) and metallic adherends. The analytical model was based on the classical laminate plate theory, incorporating a constitutive model applicable to balanced composite joints subjected to in and out of plane loadings.…”

Section: Introductionmentioning

confidence: 99%