Filters
Results 1 - 1 of 1
Results 1 - 1 of 1.
Search took: 0.02 seconds
AbstractAbstract
[en] For a numerical analysis, e.g. by Finite Differences or Finite Element Method, there is still a lack of knowledge on the level of incorporating a material behaviour law for concrete beyond the linear elastic range. A biaxial stress-strain relation and failure criterion is proposed, which is applicable to the above mentioned structural analysis methods. (Auth.)
Primary Subject
Secondary Subject
Source
Jaeger, T.A. (comp.) (Bundesanstalt fuer Materialpruefung, Berlin (Germany, F.R.)); International Association for Structural Mechanics in Reactor Technology; Commission of the European Communities, Brussels (Belgium); British Nuclear Energy Society, London; v. 3 p. H1/2 1-12; 1975; North-Holland; Amsterdam, The Netherlands; 3. international conference on structural mechanics in reactor technology; London, UK; 1 Sep 1975
Record Type
Book
Literature Type
Conference
Country of publication
Reference NumberReference Number
INIS VolumeINIS Volume
INIS IssueINIS Issue