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How much stiffness does a topology-optimised cantilever lose when the real load points a different way than the model assumed?

research/simdesign-loadrobust

How much stiffness a topology-optimised cantilever loses when the real load direction differs from the modelled one: 1.57× at 60° and 2.58× at horizontal for the nominal design; a multi-load design at 0, ±60° cuts the worst case to 2.00× for 0.6% nominal cost; stylised 2D, preliminary.

5 tests

What it found

Optimises a 48×24 cantilever (volume fraction 0.4) for a straight-down tip load and for weighted sums over several load directions, then analyses each design under load angles from −90° to 90° against the design optimised for that angle alone. The nominal design is within 5% for tilts up to 30°, but 1.57× off at 60° and 2.58× at horizontal. A {0, ±60°} multi-load design cuts the worst case to 2.00× for 0.6% on the nominal load, and {0, ±90°} to 1.88× for 2.9%; no single topology is stiff in every direction. Stylised 2D, one mesh, one run per design; preliminary.

A figure from its own output

Figure produced by research/simdesign-loadrobust: designs
simdesign-loadrobust/experiments/designs.png, written by the project's own experiment code.

Paper, code and results

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Produced with AI assistance (Claude). Results are from the code in this repository and are simulated or stylised unless the abstract says otherwise; nothing here implies affiliation with or endorsement by any lab, researcher or company cited. MIT licensed.