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Titlebook: Smart Structures; Requirements and Pot Jan Holnicki-Szulc,José Rodellar Book 1999 Springer Science+Business Media Dordrecht 1999 Rotor.allo

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Modeling and Experiments of the Hysteretic Response of an Active Hydrofoil Actuated by SMA Line Actthe location of the center of pressure on the appendage varies relative to the fixed stock over the range of angles of attack. The fundamental problem is that a parasitic and harmful hydrodynamic moment is created about the stock by the force-center being located some distance away from the stock ce
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Vibration and Stability Control of Gyroelastic Thin-Walled Beams Via Smart Materials Technology,p, and incorporating adaptive capabilities are investigated. The structure modelled as a thin-walled beam, encompasses non-classical features such as anisotropy, transverse shear and secondary warping and in this context, a special ply-angle configuration inducing a structural coupling between flapp
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Design of Adaptive Structures for Improved Crashworthiness,r proposition the effect of . (during transient dynamic analysis) of yield limits in several chosen members to detected the impact will be applied, which gives an important increase of impact energy dissipation.
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Book 1999cal issues in theanalysis and design of smart structures in mechanical and civilengineering applications. ..Audience:. A multidisciplinary reference for materials scientistsand engineers in such areas as mechanical, civil, aeronautical,electrical, control, and computer engineering.
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Supervision, Maintenance and Renovation of Reinforced and Prestressed Concrete Bridges,Considering that the volume of road transport has multiplied in the course of the past few years, the maintenance of more than the 5700 road bridges in Hungary is an actual problem with considerable technical and economical consequences. Therefore, the development of an adequate Bridge Management System (BMS) is a common interest.
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Smart Structures Using Carbon Fibre Reinforced Concrete (CFRC),Carbon-Fibre-Reinforced Concrete (CFRC) demonstrates attractive features such as high flexural strength and toughness, resistance to earthquake damage, low drying shrinkage, ability to shield electromagnetic interference, pseudo-strain hardening (PSH) behaviour, i.e. the ability to sustain higher loads even after the concrete cracks.
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