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Sandwich structures bucklings

Double-curved shells can take the form of special domes, be saddle shaped, or use hyperbolic shapes, as featured in architectural design textbooks. These shapes can be made similar in modular forms molded with RP, thereby providing an efficient structural shape with a higher buckling resistance than special shapes of comparative curvature and thickness. Structural benefits are derived from using RP-faced sandwich designs in different shapes. [Pg.19]

The primary structural role of the face/core interface in sandwich construction is to transfer transverse shear stresses between faces and core. This condition stabilizes the faces against rupture or buckling away ftom the core. It also carries loads normally applied to the panel surface. They resist transverse shear and normal compressive and tensile stress resultants. For the most part, the faces and core that contain all plastics can be connected during a wet lay-up molding or, thereafter, by adhesive bonding. In some special cases, such as in a truss-core pipe. [Pg.738]


See other pages where Sandwich structures bucklings is mentioned: [Pg.89]    [Pg.8]    [Pg.137]    [Pg.51]    [Pg.405]    [Pg.150]    [Pg.150]    [Pg.923]    [Pg.779]    [Pg.540]    [Pg.738]    [Pg.429]    [Pg.9]    [Pg.540]    [Pg.738]    [Pg.102]    [Pg.127]    [Pg.129]    [Pg.225]    [Pg.226]    [Pg.247]    [Pg.9]    [Pg.715]    [Pg.75]    [Pg.585]    [Pg.28]   
See also in sourсe #XX -- [ Pg.40 , Pg.738 ]

See also in sourсe #XX -- [ Pg.40 , Pg.738 ]




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