Abstract
The load-bearing capacity of slender columns of plain concrete is analyzed using a realistic material law, taking into account the stiffening effect of tensile stresses between cracks. Reduction factors for the load-bearing capacity, according to the degree of slenderness are given for two concrete strength classes.
| Translated title of the contribution | Load-Bearing Capacity of Slender Columns of Nonreinforced Concrete. |
|---|---|
| Original language | German |
| Pages (from-to) | 173-180 |
| Number of pages | 8 |
| Journal | Bauingenieur |
| Volume | 59 |
| Issue number | 5 |
| State | Published - 1984 |