Table 2 Steel elasticity stage parameters.
From: Influence of P-wave oblique incidence on seismic response of helical piles in soft soil sites
Material | Young’s modulus/GPa | Poisson’s ratio | Density/kg·m−3 | Plastic stress | Plastic strain |
|---|---|---|---|---|---|
Q235 | 212 | 0.288 | 7800 | 235.312594 | 0 |
255.39565 | 0.023754793 | ||||
426.015094 | 0.12287613 | ||||
462.025962 | 0.203852574 |
