Test 1.2 Flat Truss
Verification of the LIRA-FEM software / Test 1.2 Flat Truss / Analytical solution: M. Laredo, Résistance des matériaux, Paris, Dunod, 1970, p. 579.
Analytical solution: M. Laredo, Résistance des matériaux, Paris, Dunod, 1970, p. 579.
Geometry:
Q=300; А1=1.41 x 10-3 м2; А2=2.82 x 10-3 м2.
Material characteristics: Isotropic elastic, Е=2.1 х 1011 Pa, coefficient of thermal expansion
Boundary conditions: uA=vA = 0; vB = vl c = 0.
Loads:
vA = -0.02 м; vВ = -0.03 м; v = -0.015 м.
FE = -150 кН; FF = -100кН.
All rods are heated to temperature 1500С.
CALCULATION RESULTS:
Point |
The desired value |
Analytic solution |
Calculation results (LYRA) |
Infelicity,% |
BD |
Longitudinal force, Н |
43633 |
43633 |
0 |
D |
Relocation vD, м |
-0,01618 |
-0,01618 |
0 |
Preview image: Array
Verification examples
- Section 1 Linear static problems for rod systems, plates and shells, three-dimensional problems
- Section 2 Physically nonlinear problems
- Section 3 Geometrically nonlinear problems for threads, cable-stayed trusses, rods, membranes and plates
- Section 4 Задачи устойчивости, в основном изгибно-крутильные формы потери устойчивости
- Section 5 Modal analysis
- Section 6 Linear dynamic problems
- Section 7 Static and dynamic problems with one-sided constraints
- Section 8 Geometric characteristics of the section
- Section 9 Procritical calculations
- Section 10 Problems of stationary and non-stationary heat conduction
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