Lat. Am. j. solids struct. vol.14 número12

The comparison of finite element analysis results match with the test results available in the literature shows that the analysis model can simulate the buckling behaviour

This paper dealt with free vibration analysis of thick double curved composite sandwich panels with simply supported or fully clamped boundary conditions based on a new

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An investigation on the effect of uniform tensile in plane force on the radially symmetric vibratory characteristics of functionally graded circular plates of linearly

From these figures, it is clear that as the clay content is increased, there is increase in damping factor which is due to the presence of the additional medium (clay) in

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The vibration behavior of functionally graded beams reinforced by randomly oriented SWCNT’s on elastic foundations is studied using a mesh-free method.. Three different types of

2010a,b) buckling/bifurcation analysis aiming at studying the distortional buckling modes and lengths involved in the selected beams failures, (ii) perform non-linear analysis in