TY - JOUR
T1 - Adhesive behavior of two-dimensional power-law graded materials
AU - Chen, Shaohua
AU - Yan, Cong
AU - Soh, Aikah
PY - 2009/9
Y1 - 2009/9
N2 - In this paper, we investigate the adhesive contact between a rigid cylinder of radius R and a graded elastic half-space with a Young's modulus varying with depth according to a power-law, E = E0 (y / c0)k (0 < k < 1), while the Poisson's ratio ν remains constant. The results show that, for a given value of ratio R / c0, a critical value of k exists at which the pull-off force attains a maximum; for a fixed value of k, the larger the ratio R / c0, the larger the pull-off force is. For Gibson materials (i.e., k = 1 and ν = 0.5), closed-form analytical solutions can be obtained for the critical contact half-width at pull-off and pull-off force. We further discuss the perfect stick case with both externally normal and tangential loads.
AB - In this paper, we investigate the adhesive contact between a rigid cylinder of radius R and a graded elastic half-space with a Young's modulus varying with depth according to a power-law, E = E0 (y / c0)k (0 < k < 1), while the Poisson's ratio ν remains constant. The results show that, for a given value of ratio R / c0, a critical value of k exists at which the pull-off force attains a maximum; for a fixed value of k, the larger the ratio R / c0, the larger the pull-off force is. For Gibson materials (i.e., k = 1 and ν = 0.5), closed-form analytical solutions can be obtained for the critical contact half-width at pull-off and pull-off force. We further discuss the perfect stick case with both externally normal and tangential loads.
KW - Adhesion
KW - Contact mechanics
KW - Elastic graded materials
KW - JKR model
UR - http://www.scopus.com/inward/record.url?scp=67650003337&partnerID=8YFLogxK
U2 - 10.1016/j.ijsolstr.2009.05.006
DO - 10.1016/j.ijsolstr.2009.05.006
M3 - Article
AN - SCOPUS:67650003337
SN - 0020-7683
VL - 46
SP - 3398
EP - 3404
JO - International Journal of Solids and Structures
JF - International Journal of Solids and Structures
IS - 18-19
ER -