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In the proposed method, the displacement function of the cam follower is described using Fourier series.
In this method, the displacement field is expressed in power series.
In the proposed method, the displacement fields of the plate and stiffeners are formulated on the basis of the first-order shear deformation theory.
In this method, the displacement components ui (i = x, y, z) are expanded in terms of a set of basis functions ϕ α (r) u i ( r ) = ∑ α A αi ϕ α ( r ).
In this method, the displacement fields are defined in terms of the shape functions, which correspond to a set of predefined points and are composed of significantly high order polynomials.
In the p-Ritz method, the displacement functions of the plate are approximately represented by the product of mathematically complete two-dimensional polynomial functions and boundary equations raised to appropriate powers that ensure the satisfaction of the geometric boundary conditions.
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According to the results, stress intensity factors for all points along the crack front are computed using FRANC3D based on the interaction integral method or the displacement correlation method.
In the finite element displacement method, the nodal displacement is the basic unknown quantity.
In particular the static pushover methods are: the displacement coefficient method of ASCE-41, the ATC-40 capacity spectrum method and the N2 method of Eurocode 8.
Moreover, the online analyses were done for confirmation of the calculation method of the displacement that was used with only the maximum displacement.
Therefore, we derive a new method for the displacement of the free boundary based on the balance of atoms.
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