2015
DOI: 10.1016/j.ijsolstr.2014.12.027
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An extended semi-analytical formulation for fast and reliable mode I/II stress analysis of adhesively bonded joints

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Cited by 21 publications
(35 citation statements)
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“…. But the elementary stiffness matrix corresponds to the relationship between the vector of nodal forces and the vector of nodal displacements ( Paroissien, 2006a;Paroissien et al, 2006bParoissien et al, , 2007Paroissien et al, , 2013Lélias et al, 2015 ), such as:…”
Section: Resultsmentioning
confidence: 99%
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“…. But the elementary stiffness matrix corresponds to the relationship between the vector of nodal forces and the vector of nodal displacements ( Paroissien, 2006a;Paroissien et al, 2006bParoissien et al, , 2007Paroissien et al, , 2013Lélias et al, 2015 ), such as:…”
Section: Resultsmentioning
confidence: 99%
“…A particular emphasis is given to the ability of the suggested approach to provide both the experimental stiffness and the maximum load bearing capability of each adhesive specimen. All the numerical tests presented in this paper are based on the simplified stress analyses using ME, already presented in details in ( Lélias et al, 2015 ).…”
Section: Elasticmentioning
confidence: 99%
“…A JE is a 4-nodes brick element allowing for the modelling of two bonded adherends [15][16][17]. Over a similar period of time, the first and third authors of the present papers and co-workers have been working on the development of the macro-element (ME) technique for the simplified stress analysis of bonded, bolted and hybrid (bonded/bolted) joints made of dissimilar and possibly laminated beams [18][19][20][21][22][23][24]. The JE and ME are based on the same modelling approach.…”
Section: Nomenclature and Unitsmentioning
confidence: 99%
“…The ME technique can be regarded as a mathematical procedure allowing for the resolution of the system of ODEs, under a less restricted application field of simplifying hypotheses, in terms of geometry, material behaviours, kinematics, boundary conditions and loads. Dedicated 4-nodes bonded-bars (BBa) and bonded-beams (BBe) have been formulated [18][19][20][21][22][23][24]. Once the stiffness matrix of the complete structure is assembled from the elementary stiffness matrices and the boundary conditions are applied, the minimization of the potential energy provides the solution, in terms of adhesive stress distributions along the overlap, internal forces and displacements in the adherends at any abscissa along the joint.…”
Section: Overview Of the Macro-element Technique And Applicationmentioning
confidence: 99%
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