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On optimal geometrically non-linear trusses

✍ Scribed by S.V. Selyugin


Publisher
Springer-Verlag
Year
2004
Tongue
English
Weight
686 KB
Volume
29
Category
Article
ISSN
1615-1488

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A high order shear deformation theory is used to develop a discrete model for the sensitivity analysis and optimization of laminated plate and shell structures in non-linear response. The geometrically non-linear analysis is based on an updated Lagrangian formulation associated with the NewtonΒ±Raphs