Abstract (EN):
This paper presents a methodology for the numerical analysis of the serviceability
conditions of slender structures under wind actions, having in consideration the possibility of
occurrence of synchronized phenomena (lock-in) due to vortex-shedding. The computational
model used in the aeroelastic analysis of slender structures is based on the appropriate conjugation
of an algorithm of Computational Fluid Dynamics (Control Volume Method) with an
algorithm of linear or geometrically non-linear analysis of structures. This new methodology
was developed in order to evaluate the ultimate limit states of instability, specifically the
critical velocity of aeroelastic instability. Now, this methodology is also applied to the safety
checking of the vibrations¿ serviceability limit state of a simply supported bridge with a rectangular
cross-section (B/D=6), under wind load considering their fundamental frequency. In
particular, it will be evaluated the range of this synchronized phenomena, the peak value of
acceleration obtained and: i) the time to start the phenomena; ii) the fully developed time; iii)
and the corresponding time step. Some of the most interesting results associated with the
evaluation of the corresponding response acceleration are also presented and compared with
available human body acceptance criteria for vibrations (comfort evaluation) present in the
technical literature.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
21