Table 5 Cracking load \({P}_{\mathrm{cr}}\) and ultimate load \({P}_{\mathrm{u}}\) given by experiments and numerical simulations
From: Performances of Concrete Columns with Modular UHPC Permanent Formworks Under Axial Load
Column type | \({P}_{\mathrm{cr}}\) (kN) | \({P}_{\mathrm{u}}\) (kN) | |||
|---|---|---|---|---|---|
Experiment | FEA | Experiment | Standard | FEA | |
C | 906 | 750 | 1420 | 1836 | 1406 |
D | 760 | 700 | 1321 | – | 1450 |
E | 882 | 750 | 1451 | – | 1590 |