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The continuum structure is comprised of concentric cylindrical tubes interconnected by truss elements.
The optimal topology of a continuum structure is generated by gradually eliminating underutilized elements from the discretized design domain.
This paper considers the minimization of mean compliance for continuum structure subjected to design-dependent self-weight loads.
The objective is to manipulate the variance of the stochastic dynamic response of a linear continuum structure through design.
In practice, a continuum structure is usually designed to carry the traction applied to the boundary of the structure subject to prescribed displacements imposed on its boundary.
The proposed continuum model is validated by studying bending and the onset of global buckling deformations of a DWNT and its proposed equivalent continuum structure.
Similar(48)
This work presents a modified version of the evolutionary structural optimization procedure for topology optimization of continuum structures subjected to self-weight forces.
In this paper, with the introduction of a novel complexity control measure built on the structural skeletons of solid and void regions, an explicit structural complexity control approach for the topology optimization of continuum structures is proposed under the framework of level-set representation.
This paper presents an extension to this algorithm for topology design of three-dimensional continuum structures.
This paper presents an alternative level set method for shape and topology optimization of continuum structures.
A nodal variable ESO BESOO) method is proposed for topology optimization of continuum structures in this paper.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com