In the framework of damage mechanics, a model is presented for the description of the behaviour of concrete samples submitted to uni- and triaxial fatigue tests. This model is successfully applied to the interpretation of experimental results. The problem of identifying the model parameters is discussed. A first attempt to relating these parameters with the test conditions is made.
Un modello per il calcestruzzo applicato all’interpretazione di prove cicliche
PAPA, ENRICO;TALIERCIO, ALBERTO
1992-01-01
Abstract
In the framework of damage mechanics, a model is presented for the description of the behaviour of concrete samples submitted to uni- and triaxial fatigue tests. This model is successfully applied to the interpretation of experimental results. The problem of identifying the model parameters is discussed. A first attempt to relating these parameters with the test conditions is made.File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
