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Which failure arrives first — page 5

Essays 97 to 99 of 99 on this thread, in the same order.
050100150200250300350400020406080100120sideways movement (mm)height (m)bendingracking366 mmroof drift 1 in 328 · worst storey 1 in 296 Deflection

Two motions with one name

A tall building's sway is two movements added. A frame racks like a stack of parallelograms, worst at the bottom; a cantilever bends about its base, worst at the top. The total at roof level says nothing about which storey is worst, and on this building it is neither.

0.0000.0050.0100.0150.0200.0250.030010203040compressive strainstress (N/mm²)44.4 N/mm² at 0.0068unconfined: 30 at 0.002still carryingstrength × 1.48 · ultimate strain × 8.0 · toughness × 11 Materials

Squeezed sideways into a different material

Concrete in a cylinder test fails by splitting apart sideways under a load pushing it down. Put a hoop round it and the splitting has to stretch steel — and a lateral pressure of a twelfth of the strength raises the strength by half and the ultimate strain by eight.

10321003161000316201234size (mm, logarithmic)nominal strength (N/mm²)the specimen: 3.10the structure: 1.14the plastic limitfracture mechanicsthe test overestimates by 2.71× · D₀ = 120 mm Materials

The bigger one is the weaker one

Two geometrically similar beams of the same concrete should fail at the same nominal stress, because a strength is supposed to be a material property. They do not. The large one fails at less, and the reason is that a crack releases energy in proportion to a volume and consumes it in proportion to an area.

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