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contributor authorWu, J.
contributor authorRu, C.Q.
date accessioned2024-04-24T22:29:56Z
date available2024-04-24T22:29:56Z
date copyright8/3/2023 12:00:00 AM
date issued2023
identifier issn0021-8936
identifier otherjam_90_11_111009.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4295332
description abstractA refined spherical cap model, combined with an elastic foundation model for the elastic substrate, is proposed to study the static wetting of a liquid droplet on a soft elastic substrate. The strain energy of the substrate is evaluated by the Johnson–Kendall–Roberts (JKR) model, and the increase of the surface energy of the substrate outside the contact zone is calculated based on the elastic foundation model. The total potential energy of the droplet-substrate system is given in terms of four geometrical parameters: the contact radius, the contact angle of the droplet, the deflection angle inside the contact zone, and the maximum downward displacement of the substrate surface at the contact zone center. The equilibrium state is determined based on the stationary condition of total potential energy. The present model reduces to the Young’s equation for a rigid substrate and to the Neumann’s triangle for a liquid-like substrate. Three equations are given to determine the liquid droplet shape in terms of surface energies and substrate’s elastic modulus. Reasonable agreement with existing experimental data and simulation results shows that the present model with derived formulas has the potential to catch the role of substrate’s elastic deformation on static wetting and fill the gap between the Young’s equation and the Neumann’s triangle for a soft elastic substrate.
publisherThe American Society of Mechanical Engineers (ASME)
titleStatic Wetting of a Liquid Droplet on a Soft Elastic Substrate
typeJournal Paper
journal volume90
journal issue11
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4062906
journal fristpage111009-1
journal lastpage111009-7
page7
treeJournal of Applied Mechanics:;2023:;volume( 090 ):;issue: 011
contenttypeFulltext


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