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MECH593 Introduction to Finite Element Methods Eigenvalue Problems and Time-dependent Problems
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Eigenvalue Problems Definition: Examples: Eigenvalue problems refer to the problems with the following type: where A, B are operators.
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Eigenvalue Problems – Engineering Applications Example: Vibration of an axial bar General solution scheme: let
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Eigenvalue Problems – A Model Problem Model problem: Weak form: Assume: Assembling:
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Eigenvalue Problems – Heat Conduction Non-dimensional variables/parameters: 0L x Initial condition: Boundary conditions:
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Eigenvalue Problems – Heat Conduction Let 0L x Initial and boundary conditions: Element equation for linear element:
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Eigenvalue Problems – Heat Conduction Element equation for linear element: 1 2 h h Assembled system: Boundary conditions:
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Eigenvalue Problems – Heat Conduction 1 2 h h Condensed system: Eigenvalues: Eigenvectors: Mode shapes:
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Time-Dependent Problems In general, Key question: How to choose approximate functions? Two approaches:
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Model Problem I – Transient Heat Conduction Weak form:
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Transient Heat Conduction let: and ODE!
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Time Approximation – First Order ODE Forward difference approximation - explicit Backward difference approximation - implicit
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Time Approximation – First Order ODE - family formula: Equation
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Time Approximation – First Order ODE Finite Element Approximation
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Stability of – Family Approximation Stability Example
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FEA of Transient Heat Conduction - family formula for vector:
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Stability Requirement where Note: One must use the same discretization for solving the eigenvalue problem.
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Transient Heat Conduction - Example Element equation for linear element - family formula : Initial condition: Boundary conditions: for One element mesh: and
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Transient Heat Conduction - Example Element equation: for Stability requirement:
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Transient Heat Conduction - Example
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Model Problem II – Transverse Motion of Euler- Bernoulli Beam Weak form: Where:
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Transverse Motion of Euler-Bernoulli Beam let: and
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Transverse Motion of Euler-Bernoulli Beam
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ODE Solver – Newmark’s Scheme where Stability requirement: where
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ODE Solver – Newmark’s Scheme Constant-average acceleration method (stable) Linear acceleration method (conditional stable) Central difference method (conditional stable) Galerkin method (stable) Backward difference method (stable)
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Fully Discretized Finite Element Equations One needs: Element equation
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Transverse Motion of Euler-Bernoulli Beam Element equation of one element:
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Transverse Motion of Euler-Bernoulli Beam Symmetry consider only half the beam Boundary conditions: Initial conditions: Imposing bc and ic:
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Transverse Motion of Euler-Bernoulli Beam
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