Cover
Vol. 20 No. 2 (2024)

Published: December 31, 2024

Pages: 190-206

Original Article

A New Algorithm Based on Pitting Corrosion for Engineering Design Optimization Problems

Hussien A. Al-mtory 1 Falih M. Alnahwi 2 Ramzy S. Ali 1
1Department of inspection, Iraqi drilling company, ministry of oil, Iraq
2Department of Electrical Engineering, College of Engineering, University of Basrah, Basrah, 61001 Iraq
History
  • Received: May 12, 2023
  • Revised: June 20, 2023
  • Accepted: June 28, 2023
  • Available Online: July 27, 2024
DOI

https://doi.org/10.37917/ijeee.20.2.16

Abstract

This paper presents a new optimization algorithm called corrosion diffusion optimization algorithm (CDOA). The proposed algorithm is based on the diffusion behavior of the pitting corrosion on the metal surface. CDOA utilizes the oxidation and reduction electrochemical reductions as well as the mathematical model of Gibbs free energy in its searching for the optimal solution of a certain problem. Unlike other algorithms, CDOA has the advantage of dispensing any parameter that need to be set for improving the convergence toward the optimal solution. The superiority of the proposed algorithm over the others is highlighted by applying them on some unimodal and multimodal benchmark functions. The results show that CDOA has better performance than the other algorithms in solving the unimodal equations regardless the dimension of the variable. On the other hand, CDOA provides the best multimodal optimization solution for dimensions less than or equal to (5, 10, 15, up to 20) but it fails in solving this type of equations for variable dimensions larger than 20. Moreover, the algorithm is also applied on two engineering application problems, namely the PID controller and the cantilever beam to accentuate its high performance in solving the engineering problems. The proposed algorithm results in minimized values for the settling time, rise time, and overshoot for the PID controller. Where the rise time, settling time, and maximum overshoot are reduced in the second order system to 0.0099, 0.0175 and 0.005 sec., in the fourth order system to 0.0129, 0.0129 and 0 sec, in the fifth order system to 0.2339, 0.7756 and 0, in the fourth system which contains time delays to 1.5683, 2.7102 and 1.80 E-4 sec., and in the simple mass-damper system to 0.403, 0.628 and 0 sec., respectively. In addition, it provides the best fitness function for the cantilever beam problem compared with some other well-known algorithms.

Keywords

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