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Tests for the validation of numerical models for cracking of plain concrete

  1. Christian Feist,
  2. Günter Hofstetter*

Article first published online: 15 FEB 2005

DOI: 10.1002/pamm.200410177

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PAMM

PAMM

Volume 4, Issue 1, pages 392–393, December 2004

Additional Information

How to Cite

Feist, C. and Hofstetter, G. (2004), Tests for the validation of numerical models for cracking of plain concrete. Proc. Appl. Math. Mech., 4: 392–393. doi: 10.1002/pamm.200410177

Author Information

  1. Institute for Structural Analysis and Strength of Materials, University of Innsbruck, Technikerstr. 13, A-6020 Innsbruck

*Phone: ++43 512 507 6720, Fax: ++43 512 507 2908

Publication History

  1. Issue published online: 15 FEB 2005
  2. Article first published online: 15 FEB 2005

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References

  • [1]
    B. Winkler, Traglastuntersuchungen von unbewehrten und bewehrten Betonstrukturen auf der Grundlage eines objektiven Werkstoffgesetzes für Beton, Dissertation, University of Innsbruck (2001).
  • [2]
    B. Trunk, Einfluss der Bauteilgrösse auf die Bruchenergie von Beton, Dissertation, AEDIFICATIO Publishers (2000).
  • [3]
    C. Feist, A Numerical Model for Cracking of Plain Concrete Based on the Strong Discontinuity Approach, Dissertation, University of Innsbruck (2004).
  • [4]
    M. B. Nooru-Mohamed, Mixed-mode fracture of concrete: An experimental approach, Dissertation, Delft University of Technology (1992).
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