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    • SFRC stress-crack opening relationship prediction by the inverse analysis 

      Meškėnas, Adas; Gelažius, Vaidotas (Statyba: 15-osios jaunųjų mokslininkų konferencijos „Mokslas – Lietuvos ateitis“ teminė konferencija / Construction: Proceedings of the 15th Conference for Junior Researchers "Science - Future of Lithuania", 2012)
      The post-cracking load carrying capacity is the concrete property most benefited by steel fibre reinforcement, usually designed by residual stresses σfr. This paper deals with a determination of the stress-crack opening ...