Abstract
Based on available test results on structural timber (European Spruce) the relationships between modulus of elasticity (E) in bending according to prEN 408 and DIN 52186, between E in bending and in tension as well as between E in edgewise and flatwise bending were determined. Average E in bending acc. to prEN 408 is 9% higher than E acc. to DIN 52186 and 9% higher than E in tension. E determined in edgewise bending is about 17% higher than E determined flatwise.
| Translated title of the contribution | Relationship between modulus of elasticity in tension and bending for timber |
|---|---|
| Original language | German |
| Pages (from-to) | 73-74 |
| Number of pages | 2 |
| Journal | European Journal of Wood and Wood Products |
| Volume | 53 |
| Issue number | 1 |
| DOIs | |
| State | Published - Jan 1995 |