• Local buckling strength and deformation capacity of pipes 

      Gresnigt, A. M.; Karamanos, S. A. (2009)
      Local buckling in cylindrical shells may occur elastically or plastically, mainly depending on the diameter to wall thickness ratio. In offshore structures plastic local buckling is mostly the governing criterion. In thin ...
    • Pipe response under concentrated lateral loads and external pressure 

      Karamanos, S. A.; Eleftheriadis, C. (2005)
      The present paper examines the denting deformation of offshore pipelines and tubular members (D/t≤50) subjected to lateral (transverse) quasi-static loading in the presence of uniform external pressure. Particular emphasis ...
    • QoS and MPLS design issues in NoCs 

      Lallas E.N., Xenakis A., Stamoulis G., Korinthios J. (2018)
      Nowadays real application traffic, and especially streaming applications running in multi core environments require more and more bandwidth. Networks on Chips (NoC) should be able not only to provide adequate bandwidth ...
    • Strain-based design rules for Spiral-welded tubes using analytical modelling 

      Gresnigt A.M., Van Es S.H.J., Karamanos S.A., Vasilikis D. (2016)
      Spiral-welded steel tubes with diameter to wall thickness ratios between 60 and 140 are often employed in combined wall systems with local buckling as governing failure mode. In a European research project called Combitube, ...