Theory and Modern Applications
Table 1 Model parameters. Properties of materials at temperature 22°C
Material | Density kg⋅m−3 | Isotropic Elasticity | Reference |
|---|---|---|---|
Concrete (unconfined compression strength 2.0E+7 Pa) | 2286 | Young’s modulus 2.3E+10 Pa | Murray (2007) [12] |
Poisson’s ratio 0.15 | |||
Bulk modulus 1.1E+10 Pa | |||
Shear modulus 1E+10 Pa | |||
Asphalt concrete | Patel et al. (2011) [15] | ||
- semidense | 2360 | Young’s modulus 6.98E+8 Pa | |
Poisson’s ratio 0.4 | |||
Bulk modulus 7.48E+8 Pa | |||
Shear modulus 2.49E+8 Pa | |||
- dense | 2330 | Young’s modulus 2.17E+9 Pa | |
Poisson’s ratio 0.4 | |||
Bulk modulus 1.693E+9 Pa | |||
Shear modulus 7.75E+8 Pa | |||
Structural Steel | 7860 | Young’s modulus 2.05E+11 Pa | Luecke et al. (2005) [10] |
Poisson’s ratio 0.288 | |||
Bulk modulus 1.6667E+11 Pa | |||
Shear modulus 7.96E+10 Pa |