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Design of a new fracture specimen by 3D singularity analyses

  1. K. Kolk1,*,
  2. G. Mishuris2,
  3. G. Kuhn1

Article first published online: 24 NOV 2004

DOI: 10.1002/pamm.200410123

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PAMM

PAMM

Volume 4, Issue 1, pages 284–285, December 2004

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How to Cite

Kolk, K., Mishuris, G. and Kuhn, G. (2004), Design of a new fracture specimen by 3D singularity analyses. Proc. Appl. Math. Mech., 4: 284–285. doi: 10.1002/pamm.200410123

Author Information

  1. 1

    University Erlangen-Nuremberg, Institute of Applied Mechanics, Egerlandstr. 5, 91058 Erlangen, Germany

  2. 2

    Rzeszów Institute of Technology, Department of Mathematics, W. Pola 2, 35-959, Rzeszów, Poland

*Phone: +49 9131 85 28507, Fax: +49 9131 85 28503

Publication History

  1. Issue published online: 24 NOV 2004
  2. Article first published online: 24 NOV 2004

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References

  • [1]
    A. Dimitrov, H. Andrä, E. Schnack, Int. J. Meth. Engng 52, 805–827 (2001).
    Direct Link:
  • [2]
    M. Heyder, K. Kolk, G. Kuhn, Numerical and experimental investigations of the influence of corner singularities on 3D fatigue crack propagation, submitted, (2004).
  • [3]
    K. Kolk, G. Mishuris, G. Kuhn, in: IUTAM Symposium on Asymptotics, Singularities and Homogenisation in Problems of Mechanics, edited by A. B. Movchan (Kluwer, Dordrecht 2003), pp. 433–443.
  • [4]
    J. Leblond, O. Torlai, Int. J. Elasticity 29, 97–131 (1992).
  • [5]
    T. Nakamura, D. M. Parks, Int. J. Solids Structures 25, 1411–1420 (1989).
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