Topology optimization of stiff structures under self-weight for given volume using a smooth Heaviside function
Prabhat Kumar

TL;DR
This paper introduces a novel density-based topology optimization method for designing structures under self-weight, employing a smooth Heaviside function to handle non-monotonous behavior and improve convergence.
Contribution
It proposes a new mass density interpolation strategy with a smooth Heaviside function and a volume constraint approach, enhancing robustness and solution quality in self-weight optimization.
Findings
Effective design of 2D and 3D structures under self-weight
Smooth Heaviside function improves convergence and control
Method maintains constrained optimization with rapid convergence
Abstract
This paper presents a density-based topology optimization approach to design structures under self-weight load. Such loads change their magnitude and/or location as the topology optimization advances and pose several unique challenges, e.g., non-monotonous behavior of compliance objective, parasitic effects of the low-stiffness elements, and unconstrained nature of the problems. The modified SIMP material scheme is employed with the three-field density representation technique (original, filtered, and projected design fields) to achieve optimized solutions~close~to~0-1. A novel mass density interpolation strategy is proposed using a smooth Heaviside function, which provides a continuous transition between solid and void states of elements and facilitates tuning of the non-monotonous behavior of the objective. A constraint that implicitly imposes a lower bound on the permitted volume is…
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Taxonomy
TopicsTopology Optimization in Engineering · Advanced Numerical Analysis Techniques
