Listar por autor "Houliara, S."
Mostrando ítems 1-6 de 6
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Buckling and post-buckling of long pressurized elastic thin-walled tubes under in-plane bending
Houliara, S.; Karamanos, S. A. (2006)The present paper focuses on the structural stability of long uniformly pressurized thin elastic tubular shells subjected to in-plane bending. Using a special-purpose non-linear finite element technique, bifurcation on the ... -
Buckling of Thin-Walled Long Steel Cylinders Subjected to Bending
Houliara, S.; Karamanos, S. A. (2011)The present paper investigates structural response and buckling of long unstiffened thin-walled cylindrical steel shells, subjected to bending moments, with particular emphasis on stability design. The cylinder response ... -
Buckling of thin-walled long steel cylinders under bending
Houliara, S.; Karamanos, S. A. (2010)The present paper investigates structural response and buckling of long unstiffened thin-walled cylindrical steel shells, subjected to bending moments, with particular emphasis on their stability design. The cylinder ... -
Effect of UOE manufacturing process on pressure buckling of thick-walled pipes
Varelis, G. E.; Vathi, M.; Houliara, S.; Karamanos, S. A. (2009) -
Stability of long transversely-isotropic elastic cylindrical shells under bending
Houliara, S.; Karamanos, S. A. (2010)The present paper investigates buckling of cylindrical shells of transversely-isotropic elastic material subjected to bending, considering the nonlinear prebuckling ovalized configuration. A large-strain hypoelastic model ... -
Ultimate capacity of pipe bends under bending and pressure
Pappa, P.; Karamanos, S. A.; Tsouvalas, D.; Houliara, S. (2008)The structural capacity of pressurized pipe elbows under in-plane bending is examined. The investigation is conducted through advanced finite element analysis tools. The numerical results are successfully compared with ...