The elastic behavior of saturated porous materials under undrained freezing is investigated by using a poromechanical approach.Thermodynamic equilibria are used
For a finite beam with a nonzero gap distance,an asymmetric concentrated load can be either inside or outside of the contact zone.A new governing equation is gi
The quadrilateral discrete Kirchhoff thin plate bending element DKQ is based on the isoparametric element Q8, however, the accuracy of the isoparametric quadril
Applying Lagrange–Germain's theory of elastic thin plates and Hamiltonian formulation, the dynamics of cantilever plates and the problem of its vibration c