A reliable mixed method for singular integro-differential equations of non-integer order

2018 ◽  
Vol 13 (1) ◽  
pp. 4 ◽  
Author(s):  
Dumitru Baleanu ◽  
Rahmat Darzi ◽  
Bahram Agheli

It is our goal in this article to apply a method which is based on the assumption that combines two methods of conjugating collocation and multiple shooting method. The proposed method can be used to find the numerical solution of singular fractional integro-differential boundary value problems (SFIBVPs)         Dϑ y(t) + η ∫0t  (t−s)ς−1 y(s) ds = g(t),    1 < ϑ ≤ 2,    0 < ς< 1,    η ∈ ℝ, where Dϑ denotes the Caputo derivative of order ϑ. Meanwhile, in a separate section the existence and uniqueness of this method is also discussed. Two examples are presented to illustrate the application and further understanding of the methods.

Author(s):  
Neville Ford ◽  
M. Morgado

AbstractIn this paper we consider nonlinear boundary value problems for differential equations of fractional order α, 0 < α < 1. We study the existence and uniqueness of the solution and extend existing published results. In the last part of the paper we study a class of prototype methods to determine their numerical solution.


1962 ◽  
Vol 5 (12) ◽  
pp. 613-614 ◽  
Author(s):  
David D. Morrison ◽  
James D. Riley ◽  
John F. Zancanaro

2013 ◽  
Vol 12 (4) ◽  
pp. 225-232
Author(s):  
Ryszard Hołubowski ◽  
Andrzej Merena

The application of multiple shooting method in stability analysis of non-prismatic multi-segment columns with pinned ends loaded with a concentrated force applied to the upper node has been presented. Numerical analyses were carried out for an exemplary three-segment column by solving the system of differential equations with variable coefficients and parameter. The results were compared with the solution obtained by using SOFiSTiK software based on the finite element method. The analyses show that considering the stiffness changes along the length can have a significant influence on the values of critical loads and thus change the resistance of the column. The advantage of the proposed method is its high efficiency and easy description of stiffness changes.


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