2004
DOI: 10.1163/156856104773635454
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The effects of overlap length and adherend thickness on the strength of adhesively bonded joints subjected to bending moment

Abstract: In this work, elasto-plastic stress analysis of a Single Lap Joint (SLJ) subjected to bending moment was investigated using 2D non-linear Finite Element Analysis (FEA). The SLJs, consisting of hardened steel as the adherend bonded by two adhesives, one stiff and one exible, with very different mechanical behaviors were analyzed. In order to determine the effect of geometrical parameters on the performance of the SLJs, four different adherend thicknesses and overlap lengths for each adhesive were used. For veri… Show more

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Cited by 41 publications
(18 citation statements)
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“…The r* value for AV 119 was 72.839 MPa. The ultimate strain value (e*) for AV 119 was 0.548 [46]. Although the joints are normally subjected to tensile loading, but due to adhesive layer, the normal (r x ) and shear (s xy ) stresses along the x-axis and the peel stress (r y ) occur.…”
Section: Resultsmentioning
confidence: 99%
“…The r* value for AV 119 was 72.839 MPa. The ultimate strain value (e*) for AV 119 was 0.548 [46]. Although the joints are normally subjected to tensile loading, but due to adhesive layer, the normal (r x ) and shear (s xy ) stresses along the x-axis and the peel stress (r y ) occur.…”
Section: Resultsmentioning
confidence: 99%
“…In order to determine the effects of overlap length on the strength of a single lap joint, detailed FE study has been carried out to determine the magnitude and distribution of the stresses x , xy and eqv , similar as in [6]. Magnitudes of extreme values of analyzed stresses are given in the Table 2.…”
Section: Resultsmentioning
confidence: 99%
“…The used material model is Multilinear Isotropic Hardening von-Mises plasticity (MISO). VonMises yield criteria were used [19,20]. Physical and mechanical properties of adherent, adhesive, and patch (high-carbon steel) used in the construction of the non-linear finite element model are given in Table 1.…”
Section: Finite Element Modelmentioning
confidence: 99%