AFNOR SSLL01: Uni-directional bending of an elastic (Euler) beam
1. Problem definition
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Material properties:
- Young's modulus, E = 2.1e11 N/m^2
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Section properties:
- Second moment of area, Iy = 7e-8 m^4
2. Model
3. Comparison
| Position | Parameter description | Songeya results | AFNOR results | Difference | Comment |
|---|---|---|---|---|---|
| C | Shear force (N) | 5400 | 5400 | 0% | OK |
| C | Bending moment (Nm) | 2800 | 2800 | 0% | OK |
| C | Vertical displacement (m) | -4.90196-2 | -4.90196e-2 | 0% | OK |
| A | Horizontal reaction (N) | -24000 | -24000 | 0% | OK |
4. Reference
Société française des mécaniciens. (1990). Guide de validation des progiciels de calcul de structures. Afnor.