2012
DOI: 10.1007/s10010-012-0150-2
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Prediction of thermal post buckling and deduction of large amplitude vibration behavior of spring–hinged beams

Abstract: A general energy formulation to predict the thermal post buckling behavior of uniform isotropic beams is presented in this paper. The hinged ends of the beam contain elastic rotational restraints to represent the actual practical support situation. The large amplitude vibration behavior of beams is deduced from the post buckling results. The classical hinged and clamped conditions can be obtained as the limiting cases of the rotational spring stiffness. The numerical results, in the form of the ratios of the p… Show more

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Cited by 5 publications
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