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- W1977282511 abstract "A linear elastic response is assumed in most structural topology optimization problems. While this assumption is valid for a wide variety of problems, it is not valid for structures undergoing large displacements. The elastic structural analysis used here accommodates geometric and material non-linearities. The material density field is filtered to enforce a length scale on the field variation and is penalized to remove less effective intermediate densities. The filtering scheme is embedded in the structural analysis to resolve the non-existent solution to the solid-void topology problem. In this way, we know precisely what optimization problem is being solved. The structural topology optimization formulation is also used to design compliant mechanisms." @default.
- W1977282511 created "2016-06-24" @default.
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- W1977282511 date "2001-03-01" @default.
- W1977282511 modified "2023-10-14" @default.
- W1977282511 title "Topology optimization of non-linear elastic structures and compliant mechanisms" @default.
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- W1977282511 doi "https://doi.org/10.1016/s0045-7825(00)00278-4" @default.
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