Sentence examples for motion of discrete from inspiring English sources

The DEM is used to model the motion of discrete particles by applying Newton's laws of motion.

Fig. 3 Motion of discrete plane curves (e^{- mu _{0} m} {gamma ^{m}_{n}}) corresponding to a 1-shock wave solution of the discrete Burgers Eq. 3.31.

To stimulate the motion of discrete substructures, the concept of "admissible vectors" is introduced, where admissible vectors represent the discrete counterpart of admissible functions for distributed substructures.

Parameters are λ 1=1, and m=−8 (left), 0 (middle), 8 (right) Fig. 4 Motion of discrete plane curves (e^{- mu _{0} m} {gamma ^{m}_{n}}) corresponding to a 2-shock wave solution of the discrete Burgers Eq. 3.31.

a Interactive discrete bodies through contacts in hybrid finite-discrete element model, b Finite element discretisation of discrete bodies and their deformabilities, c Fracture and fragmentation of discrete bodies, d Motion of discrete element after fracturing.

Figures 3, 4 illustrate motion of discrete plane curves corresponding to M-shock wave solutions (M=1,2, respectively) of the discrete Burgers equation (3.31) with parameters a=π/3, ε=π/4, δ=1, ξ 1=0.

Specifically, applying Lagrange's equations, the corresponding set of equations of motion for discrete models of multiple suspension roofs is obtained and numerical integration of the equations of motion is performed via the Runge Kutta scheme.

Applying Lagrange's equations, the corresponding set of equations of motion for discrete models of multiple suspension roofs is obtained.

Results show that the motion status of discrete interface significantly depends on the ratio of mobility of two fluids rather than the value of the mobility.

The relationship between stiffnesses of the springs and the elastic properties of the one-dimensional structure are identified by comparing the homogenised equations of motion of the discrete system and Timoshenko beam theory.

After fracture and fragmentation, an explicit central difference scheme is applied in the hybrid finite-discrete element method to integrate the equations of motion of either the initially discrete elements or the discrete elements formed by the fracture and fragmentation algorithm.