Table 2 Comparison of strength values for specimens PS1, PI1, and PI2 (Yeh and Mo 1999).
From: Fiber Beam Analysis of Reinforced Concrete Members with Cyclic Constitutive and Material Laws
Specimen | Strength in positive cycles (experimental) | Strength in positive cycles (analytical) | Strength in negative cycles (experimental) | Strength in negative cycles (analytical) |
|---|---|---|---|---|
PS1 | 1580 | 1600 | − 1620 | − 1600 |
PI1 | 2300 | 2200 | − 2050 | − 2200 |
PI2 | 2700 | 2800 | − 2700 | − 2800 |