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Present work deals with the analysis of the variation in the stresses of an inelastic composite cantilever beam. The cantilever beam is made up of four bi-directional symmetrically stacked glass-fiber/epoxy (GFRP) laminas. The stress field in the beam has been calculated using one dimensional finite element formulation of the Timoshenko beam theory. GFRP are the elastic composites and their behaviour...
Analysis, monitoring and control of vibration and displacement is the prime concern for structural engineers during any seismic activity. This paper presents the design, development and seismic performance of new and innovative visco-elastic links made by using ’ply’ of old & used radial rubber tyres (co-polymer of styrene butadiene rubber) coupled with interlinked concrete blocks of grade M-20...
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