Normal force - Strain
Normal force - Crack opening
Crack spacing parameter $\lambda$
| $\sigma_{sr}$ | 0 | $\mathsf{[MPa]}$ |
| $s_{rm}$ | 0 | $\mathsf{[mm]}$ |
| $w_{r}$ | 0 | $\mathsf{[mm]}$ |
| $\epsilon_{sm}$ | 0 | $\mathsf{[10^{-3}]}$ |
| $\Delta\epsilon$ | 0 | $\mathsf{[10^{-3}]}$ |
mm
| $f_{ctm}$ | $\mathsf{[MPa]}$ | |
| $E_{c}$ | $\mathsf{[GPa]}$ |
| $f_{sk}$ | $\mathsf{[MPa]}$ | |
| $k_{s}$ | $\mathsf{[-]}$ | |
| $f_{tk}$ | $\mathsf{[MPa]}$ | |
| $\varepsilon_{su}$ | $\mathsf{[‰]}$ | |
| $E_{s}$ | $\mathsf{[GPa]}$ |
| $\tau_{b0}=2f_{ctm}$ | $\mathsf{[MPa]}$ | |
| $\tau_{b1}=f_{ctm}$ | 2.90 | $\mathsf{[MPa]}$ |
The construction material parameters can be adjusted directly in the table.
Stresses
Strains
Displacements
Bond shear stresses
Same axis scaling for concrete and reinforcement
Note: The unloading behaviour of the tension chord is not shown.