Research Article
Cyclic Behavior of Retrofitted Low- and High-Strength Concrete Scaled Bridge Piers under Quasistatic Loading
Table 1
Material properties used in SiesmoStruct.
| | Description | Limits |
| | Unconfined concrete | | Compressive strength (psi) | 6192 | | Tensile strength (psi) | 382 | | Strain at peak stress | 0.0018 | | Confinement factor | 1.0 |
| | Steel reinforcement | | Modulus of elasticity (psi) | 29000000 | | Yield strength (psi) | 83000 | | Fracture/buckling strain | 0.067 |
| | CRFP | | Thickness (in) | 0.04 | | Tensile strength (psi) | 153000 | | Confinement factor | 1.981 | | FRP jacket elastic modulus (psi) | 9400000 | | FRP jacket ultimate strain | 0.01 | | Radius of rounding corner (in) | 1.50 |
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