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Both a sliding cable element and a membrane element are formulated and verified.
The equilibrium equations of a straight beam element are formulated using an updated Lagrangian (UL) incremental description.
Governing equations of motion for the rod element are formulated in the nonlocal field (i.e., stress, electric and magnetic fields).
Based upon nonlinear generalized curved beam theory, large deformations and rotations in the new element are formulated in terms of Updated Lagrangian framework.
The shape functions of the beam element are formulated by solving the homogeneous Euler Lagrangian equations with corresponding boundary conditions of the beam element.
Similar(55)
The first element is formulated using a displacement formulation, while the second element is based on a mixed approach that is computationally more complicated but numerically more efficient.
The element is formulated geometrically nonlinear.
Using a C0-discretization, a three-node inverse plate finite element is formulated.
A new piezothermoelastic composite triangular shell finite element is formulated and developed.
Then an element is formulated to simulate the inelastic nonlinear behavior of truss members under thermal loadings.
The shell element is formulated in oblique coordinates and based on the first-order shear deformation plate theory.
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