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Horizontaltragfähigkeit von Wänden aus Leichtbeton-Schalungssteinen - Experimente und numerische Modellierung

Horizontaltragfähigkeit von Wänden aus Leichtbeton-Schalungssteinen - Experimente und numerische Modellierung

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This work deals with the experimental , static - cyclic testing of large-scale tests on walls made from hollow blocks. Based on this non-linear finite element models are developed and verified using the extensive experimental data ,whereby a semi - empirical design concept could finally be derived for hollow concrete masonry walls by a parametric study .

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Keywords

  • hollow concrete masonry
  • Massivbaunonlinear finite element analysis
  • Nichtlineare Finite Elemente Analyse
  • numerical modeling of large scale masonry walls
  • Numerische Modellierung großformatiger Versuche
  • Schalungssteine

Links

DOI: 10.5445/KSP/1000048086

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