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Analytic Approximate Solutions to the Boundary Layer Flow Equation over a Stretching Wall with Partial Slip at the Boundary.

Ene RD, Marinca V, Marinca B - PLoS ONE (2016)

Bottom Line: The governing equations are reduced to nonlinear ordinary differential equation by means of similarity transformations.Some examples are considered and the effects of different parameters are shown.OHPM is a very efficient procedure, ensuring a very rapid convergence of the solutions after only two iterations.

View Article: PubMed Central - PubMed

Affiliation: Department of Mathematics, University Politehnica Timişoara, Timişoara, Romania.

ABSTRACT
Analytic approximate solutions using Optimal Homotopy Perturbation Method (OHPM) are given for steady boundary layer flow over a nonlinearly stretching wall in presence of partial slip at the boundary. The governing equations are reduced to nonlinear ordinary differential equation by means of similarity transformations. Some examples are considered and the effects of different parameters are shown. OHPM is a very efficient procedure, ensuring a very rapid convergence of the solutions after only two iterations.

No MeSH data available.


Related in: MedlinePlus

Variation of shear stress  with η for different values of suction parameter S and forλ = 0.5: —— numerical solution ………. OHPM solution.
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pone.0149334.g011: Variation of shear stress with η for different values of suction parameter S and forλ = 0.5: —— numerical solution ………. OHPM solution.

Mentions: Figs 10, 11 and 12 represent the shear stress profiles and the effects of the suction parameter S for different values of the slip parameter. The shear stress curves decreases initially with to certain heights and then it increases slightly. The shear stress increases with an increase of the variable η.


Analytic Approximate Solutions to the Boundary Layer Flow Equation over a Stretching Wall with Partial Slip at the Boundary.

Ene RD, Marinca V, Marinca B - PLoS ONE (2016)

Variation of shear stress  with η for different values of suction parameter S and forλ = 0.5: —— numerical solution ………. OHPM solution.
© Copyright Policy
Related In: Results  -  Collection

License
Show All Figures
getmorefigures.php?uid=PMC4816397&req=5

pone.0149334.g011: Variation of shear stress with η for different values of suction parameter S and forλ = 0.5: —— numerical solution ………. OHPM solution.
Mentions: Figs 10, 11 and 12 represent the shear stress profiles and the effects of the suction parameter S for different values of the slip parameter. The shear stress curves decreases initially with to certain heights and then it increases slightly. The shear stress increases with an increase of the variable η.

Bottom Line: The governing equations are reduced to nonlinear ordinary differential equation by means of similarity transformations.Some examples are considered and the effects of different parameters are shown.OHPM is a very efficient procedure, ensuring a very rapid convergence of the solutions after only two iterations.

View Article: PubMed Central - PubMed

Affiliation: Department of Mathematics, University Politehnica Timişoara, Timişoara, Romania.

ABSTRACT
Analytic approximate solutions using Optimal Homotopy Perturbation Method (OHPM) are given for steady boundary layer flow over a nonlinearly stretching wall in presence of partial slip at the boundary. The governing equations are reduced to nonlinear ordinary differential equation by means of similarity transformations. Some examples are considered and the effects of different parameters are shown. OHPM is a very efficient procedure, ensuring a very rapid convergence of the solutions after only two iterations.

No MeSH data available.


Related in: MedlinePlus