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.
Titolo: | Un modello per il calcestruzzo applicato all’interpretazione di prove cicliche |
Autori: | |
Data di pubblicazione: | 1992 |
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. |
Handle: | http://hdl.handle.net/11311/502775 |
Appare nelle tipologie: | 04.1 Contributo in Atti di convegno |
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