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Dive into the research topics where Mehmet A. Akgün is active.

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Featured researches published by Mehmet A. Akgün.


Computer Methods in Applied Mechanics and Engineering | 2000

Permutation genetic algorithm for stacking sequence design of composite laminates

Boyang Liu; Raphael T. Haftka; Mehmet A. Akgün; Akira Todoroki

Abstract Stacking sequence design of a composite laminate with a given set of plies is a combinatorial problem of seeking an optimal permutation. Permutation genetic algorithms optimizing the stacking sequence of a composite laminate for maximum buckling load are studied. A new permutation GA named gene–rank GA is developed and compared with an existing Partially Mapped Permutation GA, originally developed for solving the travelling salesman problem. The two permutation GAs are also compared with a standard non-permutation GA. It is demonstrated through examples that the permutation GAs are more efficient for stacking sequence optimization than a standard GA. Repair strategies for standard GA and the two permutation GAs for dealing with constraints are also developed. It is shown that using repair can significantly reduce computation cost for both standard GA and permutation GA.


7th AIAA/USAF/NASA/ISSMO Symposium on Multidisciplinary Analysis and Optimization | 1998

Composite wing structural optimization using genetic algorithms and response surfaces

Boyang Liu; Raphael T. Haftka; Mehmet A. Akgün

A two level optimization procedure is proposed for wing design subject to strength and buckling constraints. At the upper level the design variables are the amounts of 0°, ±45°, and 90° material and the objective function is the weight. Continuous optimization is used. At the panel level, the number of plies of each orientation (rounded to integers) as well as the in-plane loads are specified and a genetic algorithm is used to optimize the stacking sequence so as to maximize the buckling load. The process is started by performing a large number of panel genetic optimizations for a range of loads and number of plies. Next a cubic polynomial response surface is fitted to the optimum buckling load as a function of the loads and number of plies. This response surface is then used at the wing level optimization in lieu of the lower level panel optimization. A simple wing example is used to demonstrate the effectiveness of the procedure. In the example, errors due to the response surface approximation, as well as due to rounding the number of plies prove to be minimal.


Journal of Composite Materials | 2001

Post-Buckling of Composite I-Sections. Part 2: Experimental Validation:

Melih Papila; Mehmet A. Akgün; Xiaokai Niu; Peter Ifju

An experimental investigation was conducted in order to verify the theoretical model described in Part 1 as well as to obtain experimental insight and to generate a database for the post-buckling behavior of composite I-sections. The experiments were performed using a combination of the shadow moiré technique, strain gages, LVDTs (linear variable differential transformer), and dial gages. A total of twenty carbon-fiber/epoxy I-section columns were manufactured and tested with seven specimens from woven fabric and thirteen from unidirectional (UD) tape. The initial buckling load, lateral deflection of the web and flange as well as the crippling load were measured. The experimental results were compared with those of the theoretical model described in Part 1. Agood agreement was observed.


39th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and Exhibit | 1998

SENSITIVITY OF STRESS CONSTRAINTS USING THE ADJOINT METHOD

Mehmet A. Akgün; Raphael T. Haftkaf

Adjoint sensitivity calculation of stress and displacement functional may be much less expensive than direct sensitivity calculation when the number of load cases is large. However, efficient implementation is problem dependent and requires strategies for reducing the number of constraints used. The study shows that for truss and plane-stress elements it is easy to implement the adjoint method. Also an example demonstrates that even an extreme form of constraint lumping can work well in optimization of a wing structure allowing us to keep only a small number of constraints.


International Journal for Numerical Methods in Engineering | 2001

Fast exact linear and non-linear structural reanalysis and the Sherman–Morrison–Woodbury formulas

Mehmet A. Akgün; John H. Garcelon; Raphael T. Haftka


Structural and Multidisciplinary Optimization | 2000

Two-level composite wing structural optimization using response surfaces

Boyang Liu; Raphael T. Haftka; Mehmet A. Akgün


39th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and Exhibit | 1998

Permutation genetic algorithm for stacking sequence optimization

Boyang Liu; Raphael T. Haftka; Mehmet A. Akgün


Solar Energy | 1988

Heat removal factor for a serpentine absorber plate

Mehmet A. Akgün


41st Structures, Structural Dynamics, and Materials Conference and Exhibit | 2000

Damage tolerant topology optimization under multiple load cases

Mehmet A. Akgün; Raphael T. Haftka


41st Structures, Structural Dynamics, and Materials Conference and Exhibit | 2000

Block toppling model for testing procedures for design against uncertainty

Raluca Rosca; Raphael T. Haftka; Mehmet A. Akgün; E. Nikolaidis

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Akira Todoroki

Tokyo Institute of Technology

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