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View - Universidad de Almería

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232 Fazil O. Sonmezcost of a configuration corresponds to the energy of the system. Optimal solution correspondsto the lowest energy state. Just in the same manner the atoms find their way to build a perfectcrystal structure through random movements, the global optimum is reached through asearch within randomly generated configurations.The main advantage of SA is that it is generally more reliable in finding the global optimumeven with large numbers of <strong>de</strong>sign variables. In this study, we adopted an improved versionof SA called direct search simulated annealing (DSA) with slight modifications. DSA was <strong>de</strong>velopedby Ali, Törn and Viitanen [2], which differs from SA basically in two aspects. Firstly,DSA uses a set of current configurations rather than just one current configuration. Secondly,it always retains the best configuration. In a way, this property imparts a sort of memory tothe optimization procedure.2. Problem StatementConsi<strong>de</strong>r a two dimensional structure as in Figure 1 which can be <strong>de</strong>fined by its boundary andthickness. The structure is subject to in-plane static loads; it is also restrained from movingat some points of the boundary. Applied loads and restraints are consi<strong>de</strong>red as boundaryconditions. The structure should be able to resist the loads without failure. This means stressesshould not exceed the yield strength of the material. Besi<strong>de</strong>s, no part of the structure is tolose its connection to the restraints; i.e. the structure should remain in one piece. Therefore,the constraints imposed on the structure are the maximum allowable stress and the mo<strong>de</strong>lconnectivity. Our objective is to minimize the volume (or weight) of the structure withoutviolating the constraints.Figure 1.Representation of a 2D shape optimization problem3. Problem SolutionAs optimization algorithm we adopted DSA [2] with minor modifications, and applied it tothe shape optimization problem as follows.3.1 Cost FunctionBecause the thickness of the structure is fixed and only its lateral area is allowed to vary, theobjective function to be minimized may be taken as its area instead of its volume. By integratinga penalty function for constraint violations into the cost function, the constrainedoptimization problem can be transformed into an unconstrained problem, for which the algorithmis suitable. A combined cost function may be constructed asf =AA ini+ c〈 σ maxσ allow− 1〉 2 (1)

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