An inverse problem based on a bridged-crack model is formulated to characterize the toughening mechanisms in fibrous high-strength concretes. Experimental data of short three-point bend specimens are used in the analysis.
Characterizing bridged cracks in fibrous high-strength concrete
MASSABO', ROBERTA;
1998-01-01
Abstract
An inverse problem based on a bridged-crack model is formulated to characterize the toughening mechanisms in fibrous high-strength concretes. Experimental data of short three-point bend specimens are used in the analysis.
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