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.
1992
Atti del XI Congresso di Nazionale dell'Associazione Italiana di Meccanica Teorica e Applicata
damage mechanics; cyclic tests; concrete
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/502775
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