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  1. Home /
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  3. Vol 6 No 2 (2004)

Published: 2004-06-30

Full Issue

  • complete issue No. 2/2004

Articles

  • Theoretical Strength of Solids
    Jaroslav Pokluda
    5-11
    • pdf
  • Fatigue Properties of ADI in Dependence on Isothermal Transformation DWELL
    Stanislav Vechet, Jan Kohout, Klara Hanzlikova
    12-15
    • pdf
  • Local Elastic Stress Approach for Fatigue Life Calculation by the Finite Element Method (FEM)
    Milan Ruzicka
    16-21
    • pdf
  • Behaviour of 14 109 Bearing Steel
    Marian Cincala, Ludvik Kunz
    22-25
    • pdf
  • Mechanical Properties of Az91 Magnesium Alloys
    Pavel Lukac, Zuzanka Trojanova
    26-29
    • pdf
  • Thermophysical Properties of Copper – Carbon Fibre Composite
    Pavol Sebo, Pavol Stefanik
    30-33
    • pdf
  • Influence of the Strain Rate on the Notch Toughness of Cold-Forming Steels
    Jan Michel, Marian Bursak
    34-36
    • pdf
  • The Study of Material Changes in Shot Blasting Process
    Dusan Kniewald, Janette Brezinova, Anna Guzanova
    37-42
    • pdf
  • Correlation of Fracture Surface Topography and Transition Behavior of Nodular Cast Iron
    Gianni Nicoletto, Radomila Konecna
    43-48
    • pdf
  • Calculation of the Equivalent Conicity Function of the Railway Wheelset Tread Profile at the Delta R Function with a Negative
    Juraj Gerlici, Tomas Lack, Marta Kadorova
    49-56
    • pdf
  • Designing of Retaining Structures of Reinforced Soil with Limit Conditions Method
    Edward Hutnik, Andrzej Surowiecki
    57-61
    • pdf

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ISSN (print version) 1335-4205, ISSN (online version) 2585-7878, Registered No. EV 3672/09, IČO 00397 563

Journal Komunikácie - vedecké listy Žilinskej univerity v Žiline / Communications - Scientific Letters of the University of Žilina is indexed in Ebsco host and Scopus.

Journal is housed at the University of Žilina.

 

This is Open Access content licensed under the terms of the Creative Commons Attribution License 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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