How much does a bolt hole cost a tension plate, and which rule sets its width?
research/simdesign-holes
Tension plate with a required bolt hole sized under net-section, Kt = 3 and finite-element stress models and per-process hole rules (stylised).
What it found
A flat plate carrying one required hole is sized for minimum mass under a working-stress limit with three stress models (net section, a fixed Kt = 3, and 2D finite elements over d/W) and with per-process hole rules (minimum hole, centre-to-edge distance, ligament, stock thickness). FE reproduces the large-plate limit of Kt = 3 as the hole shrinks. Ignoring the concentration gives plates 1.9–2.7× overstressed where stress binds; Kt = 3 is safe but 8–26% heavier for FDM. Where an edge-distance rule binds (CNC routing, laser from 8 mm, casting from 8 mm) the stress model is irrelevant and the plate is 2–4× stronger than needed. Stylised: rule values, load and materials are assumed, 2D plane stress, no bolt contact or fatigue, mesh not fully converged (about 1% low), nothing built.
A figure from its own output

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.