The bookopens with a derivation of kinematically nonlinear 3-D
continuum mechanics for solids.
Then the principle of virtual work is utilizedto derive thesimpler,
kinematically linear 3-D theory and to provide the foundation for
developing consistent theories of kinematic nonlinearity and
linearity for specialized continua, such as beams and plates, and
finite element methods for these structures.
A formulation in terms of the versatile Budiansky-Hutchinson
notation is used as basis for the theories for these structures and
structural elements, as well as for an in-depth treatment of
structural instability.
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