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The curvature temperature relations are established for complex shape memory effect behaviour of such plates during the recovery period.
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The geometric non-linear theory of large deflections must be used for a description of behaviour of such a plate.
This paper presents an analytical model to describe the shear force deformation behaviour of such an element with two sliding steel plates and a single frictional interface.
Furthermore, the interaction efficiency between the three elements in a composite sandwich beam has been considered thoroughly, from which the effect of some parameters, such as plate length upon the behaviour of such beams, were studied.
Thus, our findings will aid to the understanding of the complex flow behaviour of such systems.
Moreover, the post-buckling behaviour of tapered plates was studied.
The characteristic buckling behaviour of stiffened composite plates is discussed for several representative plate-stiffener configurations.
The stereotype process is the fastest and most economical process for obtaining curved plates, but such plates are not suited to the precise matching up necessary in colour printing because of the irregular behaviour of the mat; its performance depends heavily on humidity and temperature conditions.
This paper presents a numerical study on the buckling behaviour of gusset plate connections under compression.
The behaviour of unstiffened steel plate shear walls with circular perforations in the infill plates is examined.
An experimental investigation of the seismic behaviour of flush end-plate joints is presented.
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