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VI ECCOMAS Young Investigators Conference: Enviados recientemente

Mostrando ítems 26-30 de 46

On the calculation of the Kalker's creep coefficients for non-elliptical contact areas

Gómez-Bosch, Jorge; Giner-Navarro, Juan; Carballeira, Javier (Editorial Universitat Politècnica de València, 2022-05-11)

[EN] FastSim is the most widely used tangential contact method due to its accuracy and computational efficiency. However, its use is limited to elliptic contact areas, as it needs results from Kalker’s Linear Theory, a ...
Intrinsically Selective Mass Scaling with Hierarchic Structural Element Formulations

Oesterle, Bastian; Trippmacher, Jan; Tkachuk, Anton; Bischoff, Manfred (Editorial Universitat Politècnica de València, 2022-05-11)

[EN] Hierarchic shear deformable structural element formulations possess the advantage of being intrinsically free from transverse shear locking, that is they avoid transverse shear locking a priori through reparametrization ...
The role of dynamic sea ice in a simplified general circulation model used for palaeoclimate studies

Adam, Moritz; Andres, Heather; Rehfeld, Kira (Editorial Universitat Politècnica de València, 2022-05-11)

[EN] Observational records provide a strong basis for constraining sea ice models within a narrow range of climate conditions. Given current trends away from these conditions, models need to be tested over a wider range ...
Equilibrium-Based Finite Element Formulation for Timoshenko Curved Tapered Beams

Santos, Hugo (Editorial Universitat Politècnica de València, 2022-05-11)

[EN] Curved tapered beams have been widely used in many engineering applications. Their complex geometries pose challenges to the development of robust approaches for the numerical modelling of their mechanical behaviour. ...
Analysis Of The Influence Of The Ballast Track In The Dynamic Behaviour Of Single-Track Railway Bridges Of Different Typologies

Chordà Monsonís, Josep; Martínez Rodrigo, Mª Dolores; Galvín Barrera, Pedro; Romero Ordóñez, Antonio; Moliner Cabedo, Emmanuela (Editorial Universitat Politècnica de València, 2022-05-11)

[EN] Short-to-medium span simply-supported (SS) railway bridges are prone to experience high levels of vertical acceleration due to train passage. The necessity of predicting accurately their dynamic behaviour for design, ...