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First, we model the beam structure with piezoelectric actuators and establish the corresponding state-coupled equation.
To model the beam, column, slab and rigid connections, a cubic elasto-plastic type 3D element (cubic) was used.
In the initial finite element model, the beam, plane and solid elements were used.
The Timoshenko beam kinematics are employed to model the beam, by a modified couple stress theory.
Such characterization is useful where preliminary calculations are needed for avoiding detailed computer calculation to model the beam.
Simulations are made to model the beam dynamics of the electron beams extracted by the DC gap and accelerated by the superconducting cavity.
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For nonlinear SSI model, the 'Beam-on-Nonlinear-Winkler-Foundation (BNWF)' concept is used.
The nonlinearity is simulated by introducing a dual-hinge lumped-plasticity beam element to model the beams framing into the joint.
The importance of shell element based model over the beam model is established.
Unlike the Euler beam model, the Timoshenko beam model allows for the effects of transverse shear deformation and rotary inertia.
Scaling factor s in units of 'pixels per model length unit' correlates the length scales of the model and the beam profile; thus, s also sets the simulated beam spot size.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com