Abstract
The hydration of concrete gives rise to thermal expansion movements or - if these are restrained - to compressive stresses. These compressive stresses largely disappear as a result of plstic strain, especially within the first day. Then, when the concrete cools, tensile stresses develop at a very early stage. A new testing apparatus has been developed in which a 1 m long concrete beam is exposed to the same temperatures, humidity conditions and uniaxial deformation restraints as in an actual structure and the resulting stresses can be measured.
| Translated title of the contribution | Determining the Stresses as a Factor of Concrete Hydration and Shrinkage. |
|---|---|
| Original language | German |
| Pages (from-to) | 263-269 |
| Number of pages | 7 |
| Journal | Beton- und Stahlbetonbau |
| Volume | 79 |
| Issue number | 10 |
| DOIs | |
| State | Published - 1984 |
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