作者: S Caddemi , I Caliò , F Cannizzaro
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摘要: Tensile instability in beam-like structures has been highlighted very few papers; the studies reported specific literature are limited to beam-columns characterised either by high shear deformation or presence of a single structural junction allowing transversal displacement discontinuity. Moreover, authors’ knowledge, flutter associated tensile axial load not yet disclosed. This work aims offer further contribution knowledge considering dynamic an Euler Bernoulli beam arbitrary number internal sliders endowed with translational elastic springs. The use generalised functions allows exact evaluation eigensolution, provided closed form, both for conservative and nonconservative load. In particular, following relevant question is posed: Can beam-column undergo instability? A comprehensive parametric analysis conducted...