The Youngs Modulus |
The Yield Strength |
The ultimate tensile strength |
Poissons Ratio |
---|---|---|---|
201 | 352.8 | 489.6 | 0.29 |
Model | First bucking load |
First buckling load Displacement |
Max. load |
Displacement at Pu |
Max. Displacement |
First bucking load (Pcr) (EX2) / First bucking load (Pcr) |
Analytical Max.load of the EC3 |
Max. Load (EX2) / Max. Load |
First bucking load (Pcr) (EX)/Analytical Max.load of the EC3 | Max. load(Pu) (EX)/Analytical Max.load of the EC3 |
---|---|---|---|---|---|---|---|---|---|---|
EX1 |
2.30 | 31.72 | 3.4345 | 91.15 | 262.95 | 57.96 | 4.13 | 0.039 | 0.059 | |
EX2 |
3.649 | 1.84 | 14.1925 | 24.29 | 61.80 | 1.59 | 79.38 | 0.045 | 0.178 |
Mesh Type | Number of nodes | Number of Elements |
---|---|---|
Automatically generated | 27159 | 7852 |
Tetrahedrons | 21956 | 6149 |
Hex-dominant | 37652 | 9874 |
Model | Experimental load (Cybulski et al [ |
First buckling load (Pcr) (kN) | Max. load (Pu) | First buckling load (Pcr) to Experimental load (Cybulski et al (%) | Max. load (Pu) to Experimental load (Cybulski et al (%) |
---|---|---|---|---|---|
EX1 |
- | 2.30 | 3.4345 | - | - |
EX2 |
- | 3.649 | 14.1925 | - | - |
S1 | 56.9 | - | - | 4.04 | 6.04 |
S2 | 57.5 | - | - | 4 | 5.97 |
S3 | 59.7 | - | - | 3.8 | 5.75 |
S1r5m | 44.6 | - | - | 8.18 | 31.82 |
S2r5m | 43.1 | - | - | 8.46 | 32.92 |
S3r5m | 44.3 | - | - | 8.24 | 32.04 |
Model | Max.load | Max. Displacement |
Max.load |
Max. Displacement |
---|---|---|---|---|
EX1 and FE1 |
3.4345 | 262.95 | 3.60 | 744 |
EX2 and FE2 |
14.1925 | 61.80 | 10.30 | 25.5 |