Abstract
A meterial model for creep is proposed which takes into
consideration some of the couplings in early age concrete. The
model is in incremental form and reflect the hydration process
where new layers of cement gel are formed in a stress free state.
In the present context attention is on non-linear creep at high
stress levels. The parameteres in the model develop in time as a
result of hydration. The creep model has been used to analyse the
tensile experiments at different stress levels carried out in the
HETEK project. The tests were made on dogbone shaped specimen and
the test procedure is described. Furthermore, compressive creep at
high stress levels are fitted.
Original language | English |
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Journal | Nordic Concrete Research |
Volume | 20 |
Issue number | 1-2 |
Pages (from-to) | 16-28 |
Publication status | Published - 1997 |