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 |