Тест 4.14 Console stability with no force (new)

Analytical solution: A. V. Perelmuter, V. I. Slivker Stability of structures and related issues, Moscow: SCADSOFT Publishing House, 2007, p. 585. 585.

Geometry:

L = 10 м;

Material characteristics: EF = 1000 т, ЕIy = EIz = 10 тм², GI = 10 тм².

Boundary conditions: Точка А защемлена.

Stresses: P = 1 т.

We used rod finite elements ( FE 10), breakdown is 100 FE. The load application nodes are absolutely rigid bodies.
Formulas (3.3.20) from the book by A.S. Gorodetsky and I.D. Evzerov Computer models of structures were used for constructing the stability matrix./i>, М. «АСВ», 2009.

РЕЗУЛЬТАТЫ РАСЧЕТА:

Loading scheme	The desired value	Analytical solution	Calculation results (LIRA)	Uncertainty,%
1	Stability coefficient	1,0	1,0	0,0
2	Stability coefficient	1,0	1,0	0,0

Preview image: Array

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