A concise summary is given of some problems that persist in the numerical analysis of concrete and concrete structures. Thereafter. two such problems are briefly discussed, namely the proper choice of a smeared-crack approach to model damage evolution in concrete and the issue of strain localisation and its regularisation in smeared crack and damage models.
|Title of host publication
|Computer modelling of concrete structures : proceedings of the EURO-C 1994 international conference held in Innsbruck, Austria, 22-25 March 1994
|H. Mang, N. Bicanic
|Place of Publication
|Published - 1994