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Straight cantilever beam

StaticIn development

Element accuracy on rectangular, skewed and tapered meshes

Source:
MacNeal-Harder (1985)
Tolerance:
2%

Problem statement

Geometry
Straight prismatic beam meshed three ways — rectangular, parallelogram and trapezoidal elements — to expose mesh-distortion sensitivity.
Material
Linear-elastic isotropic material, E = 10×10⁷, ν = 0.3.
Boundary conditions
Clamped at one end; unit end loads for extension/bending and a unit tip moment for twist.
Measured quantity
Tip displacement/rotation for extension, in-plane bending, transverse bending and twist.

Script

Lands with the scripting engine (see Documentation) — this setup will be runnable from commands, no manual rebuild needed.

Results comparison

The solver core is still in development — there's no result yet. It'll appear here right after the first run, no retouching.

Updated: not yet run

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