Sentence examples for elements are formulated from inspiring English sources

Variable kinematics beam elements are formulated on the basis of a unified formulation (UF).

One-dimensional (1D) refined finite elements are formulated by making use of the Carrera Unified Formulation (CUF).

Low- and high-order sandwich elements are formulated on the basis of Carrera's Unified Formulation (CUF) and bridged within the Arlequin framework.

These beam elements are formulated from classical beam theory, with a basic assumption that "plane sections remain plane" during bending.

The graded elements are formulated with continuously nonhomogeneous material property fields and compared to conventionally formulated homogeneous elements.

Special finite elements are formulated, which are capable of describing three-dimensional deformation modes associated with strain fields invariant along the fiber axis.

Stiffness as well as mass matrices of the curved and the straight beam elements is formulated.

The incremental finite element method using linear Timoshenko beam elements is formulated by the total Lagrangian approach for the superelastic, large deformation analysis of SMA helical springs.

Based on the Refined Zigzag Theory (RZT), a class of efficient higher-order C0-continuous beam elements is formulated and numerically assessed.

The constitutive behavior of the cohesive elements is formulated in the effective traction separation space, where the general mixed-mode failure can be well represented.

Both a sliding cable element and a membrane element are formulated and verified.