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Euler buckling mode

Hu et al. [55] 2007 Molecular structural mechanics with 3D beam Various type of armchair Various length to diameter ratio Various length to diameter ratio Investigating of budding characteristics of SWCNT and DWCNT by using the beam element to model C-C bond and proposed rod element to model vdW forces in MWCNT, also the vahdity of Euler s beam buckling theory and shell buckling mode are studied... [Pg.254]

The effects of global (Euler) and local buckling dominate the design of compression members in any material. This is particularly so when designing FRP compression members. The inherent relatively low elastic modulus of FRP requires a full consideration of all possible modes of buckling. [Pg.314]

Compressive loading introduces the possibility of another mode of failure— buckling. It is not sufficient to say that an axial member under compression or a shell type configuration under external pressure can merely buckle, but one must say that it will buckle at some critical time, if the material is viscoelastic Uke a polymer. If the instantaneous Euler elastic buckling load for a colunm is... [Pg.83]

See other pages where Euler buckling mode is mentioned: [Pg.472]    [Pg.472]    [Pg.472]    [Pg.472]    [Pg.173]    [Pg.173]    [Pg.173]    [Pg.240]    [Pg.489]    [Pg.380]    [Pg.66]   
See also in sourсe #XX -- [ Pg.472 ]



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