Article ID Journal Published Year Pages File Type
510056 Computers & Structures 2015 14 Pages PDF
Abstract

•Proposing an implicit unconditionally stable time integration method.•Using quartic B-spline basis function.•Good accuracy compared to the methods in the literature.•The scheme can achieve lower numerical amplitude dissipation and period dispersion.

In Ref. [1] an effective conditionally stable explicit time integration scheme using quartic B-spline function was proposed for solving the problems in structural dynamics. The current paper presents a scheme where this method is developed to an implicit unconditionally stable time integration method. Using quartic B-spline basis function, this method gained second order of acceleration at each time-step. In this research, in order to applying the stabilization process, first, a series of implicit standard formulas were derived from previous formulation. Then after inserting two controlling parameters γγ and ββ in the standard formulas, unconditional stability is guaranteed.

Related Topics
Physical Sciences and Engineering Computer Science Computer Science Applications
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