31st Structures, Structural Dynamics and Materials Conference 1990
DOI: 10.2514/6.1990-1079
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Bounds on eigenvalues of finite element systems

Abstract: SUMMARYBounds on eigenvalues of various finite element systems are analysed by using an element eigenvalue theorem together with the Global Eigenvalue Theorem. Both two dimensional continuum dynamics and heat conduction problems are considered. These bounds provide stable time steps for explicit time integration schemes. A reduced eigenproblem at element quadrature point level, with all zero eigenvalues suppressed, is also presented in this paper. The simplified eigenproblem results in simple formulas for calc… Show more

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Cited by 4 publications
(8 citation statements)
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“…As shown in [25], the nonzero eigenvalues at an integration point can be found from the following matrix…”
Section: Stability and Time Step Controlmentioning
confidence: 99%
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“…As shown in [25], the nonzero eigenvalues at an integration point can be found from the following matrix…”
Section: Stability and Time Step Controlmentioning
confidence: 99%
“…Further details of the derivation of (5.21) and (5.22) can be found in [23,25]. COYOTE uses (5.22) to estimate λ i max and the bound in (5.21) to estimate the maximum system eigenvalue; the system eigenvalue and Equation (5.20) allow computation of a usable time step.…”
Section: Stability and Time Step Controlmentioning
confidence: 99%
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“…In case of 'stick', the term k sign(v rel ) in Equation (22) has to be replaced by s , which is denoted as static friction coefficient. Insertion of Equations (20)- (23) in condition (19) finally provides a linear equation for the determination of p N , which in turn allows the calculation of F S , F M I , d S and d M I . Normally, contact groups consist of several master segments and slave nodes.…”
Section: Contact Formulationmentioning
confidence: 99%
“…Alternatively, more enhanced critical time step estimates can be found in Reference [19]. With this critical time step estimate-often called CFL condition (Courant, Friedrichs and Lewy [20])-an adaptive time stepping can easily be realized: In regular intervals, the current time step size is set to a value little smaller than given by this stability limit.…”
mentioning
confidence: 99%