论文信息 - On the numerical instability of the smeared-crack approach in the non-linear modelling of concrete structures

On the numerical instability of the smeared-crack approach in the non-linear modelling of concrete structures

This paper considers various possible problems that may be encountered in the course of structural-concrete analyses by means of the brittle material model. Ways of dealing with such problems are suggested, and are illustrated by two examples which, in the past, have proved difficult to predict in a reliable manner.

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