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As a result, design-dependent loads associated with the material layout of a structure are made change indirectly by the boundary variation of the structure.
One the other hand, the optimal material layout of the supporting structure in the design domain is designed by topology optimization.
The present communication is concerned with a numerical procedure to determine an optimal material layout of a functionally graded material (FGM) within the context of a transient phenomenon.
The entire structural response of this material strongly depends on three factors, (i) material layout of fiber on a small scale, (ii) fiber geometry on the macroscopic structural level, and (iii) material parameters of interface between matrix and fiber.
Therefore, the value and direction of the loading are coupled to the shape of the structure and they change as the material layout of the structure is modified in the course of the optimization process.
Recent work has demonstrated that the interior material layout of a 3D model can be designed to make a fabricated replica satisfy application-specific demands on its physical properties, such as resistance to external loads.
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The topology optimization method is used as a systematic design approach to seek the optimal topologies of material layouts for both the photostrictive and host layers as well as the actuator light distribution.
This paper presents a topology optimization method for the sequential design of material layout and fiber orientation in functionally graded fiber-reinforced composite structures.
Open hardware means that information about the hardware such as mechanical drawings, schematics, bills of material, layout data, and the software that drives the hardware, are all released with open licenses.
Most research in the last decades considered these optimization techniques separately, seeking an initial optimal material layout and refining the shape of the solution later.
The design information of the material layout may be helpful in dealing with large-scale safety design issues in civil or architectural engineering fields, against natural phenomena, such as winds and earthquakes.
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