Adhesive contact between a rigid sphere and a thin elastic layer bonded on a rigid foundation

2020 ◽  
Vol 34 (21) ◽  
pp. 2292-2315
Author(s):  
Jiunn-Jong Wu
2018 ◽  
Vol 24 (5) ◽  
pp. 1405-1424 ◽  
Author(s):  
Feodor M. Borodich ◽  
Boris A. Galanov ◽  
Nikolay V. Perepelkin ◽  
Danila A. Prikazchikov

Contact problems for a thin compressible elastic layer attached to a rigid support are studied. Assuming that the thickness of the layer is much less than the characteristic dimension of the contact area, a direct derivation of asymptotic relations for displacements and stress is presented. The proposed approach is compared with other published approaches. The cases are established when the leading-order approximation to the non-adhesive contact problems is equivalent to contact problem for a Winkler–Fuss elastic foundation. For this elastic foundation, the axisymmetric adhesive contact is studied in the framework of the Johnson–Kendall–Roberts (JKR) theory. The JKR approach has been generalized to the case of the punch shape being described by an arbitrary blunt axisymmetric indenter. Connections of the results obtained to problems of nanoindentation in the case that the indenter shape near the tip has some deviation from its nominal shape are discussed. For indenters whose shape is described by power-law functions, the explicit expressions are derived for the values of the pull-off force and for the corresponding critical contact radius.


Soft Matter ◽  
2014 ◽  
Vol 10 (26) ◽  
pp. 4625-4632 ◽  
Author(s):  
Xuejuan Xu ◽  
Anand Jagota ◽  
Chung-Yuen Hui

2013 ◽  
Vol 7 ◽  
pp. 5385-5396
Author(s):  
M. Verid Abdelkader ◽  
A. Ait Moussa

1993 ◽  
Vol 60 (2) ◽  
pp. 541-547 ◽  
Author(s):  
H. Bjarnehed

The problem of bonded contact between a uniform finite Timoshenko beam and an orthotropic half-plane via a thin elastic layer is considered in this paper. The beam is loaded by distributions of normal and tangential forces, and a uniaxial stress load is applied to the half-plane. The Timoshenko beam theory is extended in such a way that the tangential load is included when the shear contribution to the beam central line deflection is calculated. The layer is formulated as a generalized Winkler cushion including also shear stresses and strains. Governing singular integral equations are stated and numerically solved for the unknown interface stresses. A comparison with a corresponding FE-model is also performed.


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