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Scordelis-Lo roof

Static (shells)In development

Shell element sensitivity to locking

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

Problem statement

Geometry
Cylindrical shell roof: radius 25, length 50, thickness 0.25, subtended angle 80° (consistent units).
Material
E = 4.32×10⁸, ν = 0.
Boundary conditions
Rigid diaphragms at the curved ends, free straight edges; self-weight loading of 90 per unit area.
Measured quantity
Vertical deflection at the midpoint of the free straight edge.

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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